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MINUTES - 10251977 - R 77M IN 1
1977" OCT-0 E-R "id x � DAY Ta,rr;:!:?aa.,.-... ,..,`..<-r,_ss�.•r,..e.n^..:t•..:ra•.:: :•,r,..-:,,,.z..._._..-.. -, �f_.. .....a. ,.._.....:u........ ...._r>?h _..— ... ... . .... .-.n ....- r-v,... F: October 2;, ,-7 :. =nary, continued :ago J ' 77/828, accepting as complete construction improvements in Sub. 4454, Oakley area, declaring certain roads as county roads, and retaining cash w deposit as surety for one year; 77/889, accepting as complete weed abatement work performed by C. J. .� Simms Co. , Inc. for Contra Costa County Fire Protection District; 77/890, accepting as complete contract with Chas. I. Cunningham Co. for istallation of reinforced concrete pipe and one manhole on Del Amigo Road, Danville area; 77/891, accepting as complete contract with Alhambra Electric Co. for Juvenile Hall Kitchen Remodel, Martinez. As Ex-Officio the Board of Supervisors of the County Flood Control and Water Conservation District, authorized payment to J. Sarmento and F. Souza in connection with property acquisition, Lines E & E-1, Brentwood area. . Ordered that composition of the Senate Bill 201 Committee include repre- sentatives of certain agencies and organizations. Requested CSAC to allow this Board to be represented on its Executive Committee for another year and designated Supervisor W. N. Boggess to continue to serve in that capacity. s Accepted with regret the resignations of H. Black, Jr. , A. LaPlant, B. Dexter, and G. Young from the Alcoholism Advisory Board; authorized issuance of certificates of appreciation to same; and approved request of the Alcoholism Advisory Board to soak qualified replacements to recommend for Board appointment. OV 70 •o,fw+ r n .F.., san,:no AeMt�BTH ' . o3eoTg0 iacd so ucTions;suooaa q I.TM ucT?oau-uOO uT ;u9m9aJ2V aal-SvW ag:. ;o 5 'ot3 4uama tddns cseaBoad a;nOaxa Off. uemaTla r pazTsotj;ne pure uoT;sWodsu2,zs z.uama..zedaq 9;s--S eTuso;TTe0 o4 luautALd aotzeApe pazTaogjne `L88/LL :eaae ;taaa0 InuTvA 'aATaq atoaTO pup anuaAy TTamati ;o ucTtoasaa;UT ;g adTd a�aaouoo paoao;uTaa ;o UOT;BTTe':�suT JO; uOTa.0nswsue0 •�i'O'Q ti;TM Ioeaa.uoo agaTdmoo se 2UT-d9O0e '9ee/LL :ea-m OTOUTd at(; UT PBOH goueH oa2svo PLe P'OU LaTTeA eagmegTy ;o uOT:.OasaO;uT SuT;sTxa ;0 UOT;eoT;T -pOm JO; BuTAed u-8BJOW O%TW tl;TA ;OBJ;uOO a!.aldmoo se BuT:�daooe '5egI LL so satou S.zeaodma o•a ms tze aOtzenss a 8L-LL6T A3 S t P T u pine spun; ;O BUTMoaaoq sox s4uamnoop Aavosaoau a;noexe off. tzmtaaTg3 BuTzWou�ns 1+799/LL po;dope uaaq seg truld TTm2i eTU-10;TTm0 ;0 01-e3.9 Qt;a, tTItzn ' •00 UOT:.mq«todsum,zj OTSTOBd uaag:.nog 'QuTZ gotzsag peozTTIV uotae8 tzar ;0 luemuoptmqu BuTsoddo '£@gjLL Beal 0;;Gdg;m'I 'QnuaAy ssaga.TA ;O UOTWod a ;o ;uamuopusge pasodozd BuTAoidde `3991LLL ea.1g zauTUMW 'euB7 12PTY ;o UOT�.aad B ;0 l.uo=opuvq,e al BuTaBQg ,10; GMT:. se •m's 917:01 4e 9 •Osa SUTxT; '199I LL ,•.�.� !s1.OBaa.uOO TUOTa40aT3 Pum '0;Q.X0UO0 ;SVOQad '.18-MuTadS 'BuTamnTd `TVOTugtiOaW f4TTT0vJ uOT;UGIoQ Qt;� ao; sPTq QATQOQ,z 01. 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BuTMOTto; sq� PaluTod y 'Baja Kasa0 ;nuTeM ';tzmOTTddB ' •00 uOT;on,z;suo0 v ;uamdoZaAaa .0 -Q 'LL-Zt0£ 'ON =Td ,.uomdoToAaa Tmtmi ;o TBAoadde -EeuOTTTpuoa sjeaddy ;o pilog moa; BuTAoZ ..d -r ;o laadde aq:: uo StzTamag ao; 'm'B GO:-['E 40 ZZ •AoN p8XT3 +� aBBdT pantzTq-u00 'f-mmmnS 4L6t `5Z ,1agO;o0 October 25, 11077 Suooary, continued Page 3 Ref erred to: County Treasurer-Tax Collector request of J. Love for waiver of tax penalty in connection with Sheraton Inn at Buchanan Field; Director of Planning request from State Assembly Office of Research for assistance in preparation of inventory of property zoned for mobilehome parks; Public Works Director request from W. Brick for continuation of Greyhound Lines Bus Service. Authorized Chairman to execute: agreementsfor private road improvements in Sub. 4861 and MS 28-77 Walnut Creek area; contract with A. McClatchie for professional Audiology Services for Medical Services/Mental Health clients of the George Miller, Jr. Center West; contract with J. Wallace, Ph.D. for Staff Development and Training Sessions for Counselors of the Edgar Children's Shelter; agreement with P.E.R.i . & Associates, Inc. in connection with prepara- tion of EIR for MS 85-77, Bollinger Canyon, and rezoning 2170-RZ, San Ramon area; renewal lease with W. Ahern for premises in Richmond for continued occupancy by Social Service Dept. ; month-to-month rental agreement with Tenth & Bissell Assoc. for premises in Richmond for occupancy by Social Service Dept. ; amendment to lease with Village Pre-School and Day Care, Grind& Community Center, CSA R-6; grant agreement with U.S. Environmental Protection Agency for an Epidemiological Study of the Incidence of Cancer; grant application to U.S. DepLrtment of HEW for funds for the Medical Library; Community Development Block Grant Program Agreement with City of Clayton for 2nd Yr. Activity #37. Authorized Public Works Director to executes Deferred Improvement Agreement with W. Harrington, at al, for MS 273-76, Brentwood area; Inspection Services Contracts with Messrs. J. M. Nelson, Robert G. Grady, L. Cameron and R. Soto in connection with installation of landscaping at the Women's Minimum Security, Work/Education Furlough Center, Richmond; Deferred Improvement Agreement with Leo A. Brodeur, at al, for MS 256-76, Danville area; agreement with F. Hayward to secure a grant of right-of-way in con- nection with MS 28-77, Walnut Creek area; Deferred Annexation Agreement with R. Heidelberger, at al requiring owners to annex any future drainage areas, districts or zones Formed in the area to maintain local drainage improvements; as Ex-Officio the Governing Board of the Tassajara Fire Protection District, Inspection Services Contract with R. Soto in connection with con- struction of metal apparatus building. Authorized Public Works Director to make arrangements for issuance of a Purchase Order to Modern Alloys Co. for installation of guardrail on Marsh Creek Road, Brentwood area. Fixed Nov. 22 at 11 a.m. for hearing on recommendation of Planning Commission with respect to request of C. Pringle (2145-RZ) to rezone land in the.Brentwood area. t r a. ,m aaxsg .r Pus 'Ts qa 's-:�noH 'M Aq POTTS smTsTo popuamg pus •.zr 'seAeTN 'S Pug 'iewod '3 ' •ar '.zowod '3 'ougTA '0 V '0 Aq POTTS 9899mgP a0; smTsTo paTuaQ BuTuusTd Pus '(TT-HI'I ySO 'Z auoZ ToaWoO pooTA) aaTToaa.uoO-JOq.TPtty 's•,IaoM oTTgnd JOS 9Ts'oq. 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BuT,znp ;So ua44.TJA squn0000 Tva.TdsoH uTeWaa ;a aaTToa4uoO-aoa.Tpny moa; Wodea So gdTaoaa pa9paTMouxoy •epuase ,zeTn sz gq.TM papaaooad put -m-e Sh:OT 4v pauaAuooaa :saa:;em AaeTes So suoTssnosTp ga-TA uoTgoauuoo uT 'saAT;Iequas -eadea ggTA ;Tnsuoo o;. uoTssaS aAT;nOaxg oq.uT •m•a Z£:OT ;B Passaoa3 •aures TTas off. .�uapy BuTsagoand pazTaoq!Mv pug Awadoad snTdlns s8 :.uamdTnbe uTa-Wao paJvToea Z aced panuT:,uoo 'AavmmnS^ _-- rZ aago;oo F✓ " Y ,.` .li'=i Fre. •"` s}3 '�v Y ypl S +E r SUT•TMIARY OF PROCEEDINGS BEFORE THE BOARD OF SUPERVISORS OF CONTRA COSTA COLUrr, OCTOBER 25, 1977, PREPARED BY J. R. OLSSON, COU`rTY CLERK AND EX-OFFICIO CLERK OF THE BOARD. Designated Supervisor J. P. Kenny to serve. as Chairman until arrival of• Supervisor W. N. Boggess. Approved personnel action for Health Department. Authorized Auditor-Controller to decrease appropriations of 1977-78 budgets for certain fire protection districts. Authorized attendance at meetings as follows: 0. H. Wood, J. Khanna, 'and D. Meyer, Health Dept. , to American Public Health Assn. Meeting at Washington, D.C. , Oct. 29 - Nov. 4; K. Little, Health Dept. , to First International Conference on Sub- stance Abuse at Phoenix, AZ, Nov. 8-10; G. Strain, Sheriff's Dept. , to Far West Equipment Dealers Assn. Conven- tion at Lake Tahoe, NV, Oct. 31 - Nov. 1; G. Ward, Sheriff's Dept. , to California Narcotic Officers Assn. 13th Training Conference, at S. Lake Tahoe, Nov. 1-4. Fixed Nov. 8 at 11:05• a m. for determination on grievance appeal of C. Johnson. Fixed Nov. 8 at 2 p.m. for .a workshop to discuss 'speeding in residential area. Waived requirement for a consent to dedication for MS 217-76 and 163-77, Oakley area. Introduced ordinance amending various sections of the Code re S-2 sign' control zoning and political. sign changes and fixed Nov. 1 for adoption of same. Terminated lease agreements with Village Pre-School and Village Day Care Center, occupants of a portion of premises at 0 rind's Community Center, CSA R-6. Awarded contract to Aladdin Heating Corporation for mechanical and safety alterations, Civic Center Improvements, Martinez. • Adopted Ordinance No. 77-107 amending Code on Off-Street Parking in Residential Districts and No. 77-108 amending Code on Vehicle Weight Limits; Roads changed. IAppointed H. Taekman, M.D. and J. Valentine to the Emergency Medical Care Committee as representative of the Alameda-Contra Costa Medical Assn. and East Bay Hospital Conference, respectively. Adopted Ordinances Nos. 77-1-04 and 77-105 rezoning land in the Danville area (2151 and 2135-RZ). , 0166 t ;.; ,✓�.,t� t �.',dY'?.s r '7e„',e ,.i- <,�_ µ g8L4'£5 ., ' ``..'c.`y ,i-. � aef'n?i3 �' Yz�rr yt+r'`t"S"Rr„i�.. .2 �hY And the Board adlourna to meet on r✓f�'j t/�Qn 1 �/l� at �I:.�fU � .,, in the hoard Chambers, Room ln7, County Administration Building, martinez, California. G oggeas, cRaIrman ATTEST; J. R. OLSSON, CLERK As u t v i (V65 : ':. ... _ . >.,. ,. s';,sr�F•.t..>. �,,� r,_�' ,=F'. S t -'Mei; �.' ' '... �. � - •,a�'r ti �# rs�xr .}oaf t •as1M.18430 PaIou ssatun 00wI,isal 6upeail 311gnd, Z •dd 'LL61 'E aunt •aallat 6ueapEauuyoV •aanjtnaia6c teiaaawwoa 6uinaas uetd a4l of sa6ueg3 ou aNeW Z •dd 'L16t '6Z tludV MI. 'ZZ 'qaJ 'sanaaa SJJPii -aid JOI uetd u# sws#ue4aaw apntaut *VZ 1'q posodoid se 41junuwo3 Pauuetd '"11010 111 PeOd . Katjeo joj seaju Xt#wej atdiltnw .�d ' Re 'a 6u sa �e acne o # 4 teuo}j#ppv 6u#pntaui saillsuap IdopV t dew 'Z Ad 41161 It UAV LL61 E W 1 # d t 49 t 1 3 i�.�ou sa gEsap da Gi4 �ot1tl 'EZ E •dd 'L161 'E aunp LL61 L aunp 'E xeW IS 1#adV •seaje tejIuaplsaV-OJnItn3#a6V Ili. uetd 71eaP of sa6ue43 ou aNOW E •dd '116t '6Z 11adV 'ZZ "qac 'zapueujaH Pep sluawaaa6e juawaAOjdwt paaaaJOP MottV 'ZZ '1e6atit aq 446tw 1161 '61 11AV suo}Ie4nap a6Jet #ateas u? pa11w#t aq Plno4s saaueaen azts fat wnwlulW 'tZ 40 nnag kj411qe#A aAnIIn3la6V asPisuo3 1 '9 ''dd `1161 '6Z t1-dV 'owaw IgiauuOD 4dasop pas1a2ua au j ua# puawwoaad JIM sqao a� 31o5s ;ouolssns►o ua4� 8Pa�e31ui sluauuo3 M � f+ ...il f;_ E� 'k 1•a6J_ .L da � £ �y F,`"p .J'?' SUMMARY OF EAST CODUTY GENFRAL PIAN i ,IJI, Comment Initiated BY/When,' Discussion in Staff Reports Staff Recommendation . Additional densif,y detail needed in resi- Staff, April 5, 1977 April 4, 1977, pp. 2, 3 Adopt changes shown on maps 1-6 • dent:ail area;. 2. Additional multiple and single family Staff, April 5, 1977 April 4, 1917, pp. 2, 3 Adopt changes indicated on maps 1-6 residenti,il areas. 3. Additional commercial areas in Oakley and Staff, April 5, 1977 April 4, 1977, pp. 3, 4 Adopt changes shown on maps 1 , 5 Brthel -Island and Sandmound Slough; consolidation of General Plan categories into one category termed "commercial". 4. The most recently approved development Staff, April 5, 1977 April 4, 1977, pp. 6, map 6 Include most recently approved Dis- plan for Discovery Bay should be covery Day development plan in text reflected in the Plan. of East County General Plan, pp. 24 5. Industrial designation at Big Break is Staff, April 5, 1977 April 4, 1977, pp. 6, 7 and Reduce industrial designation to excessive--doesn't protect natural areas. Harry Reeves, Feb. 22, 1977 map 7 exclude water and marshland areas JoAnne Dean, Feb. 22, 1977; Letter, April 30, 1977 J. A. Bertrand, June 1, 1977 6. Additional Public/Semi-public lands Staff, April 5, 1977 April 4, 1977, pp. 7, 8 Adopt additions to land use mf mown should he shown on land use map, on map 8 7. Designatlon of water areas. Staff, April 5, 1977 April 4, 1977, pp. 8, map 9 Show water areas as water instead of Recreation 8. Deletion of Scenic Routes Element from Gen. P1n Review Committee April 4, 1977, pp. 9 Delete text and map, pp. 35, 36 of Plan. June 17,1 1976; Staff, Plan • April 5, 1977 9. Additions' to Circulation Element Staff, April 5, 1977 April 4, 1977, pp. 9-10, Adopt additions to Circulation Map map 10 10. Insufficient minimum parcel size in Staff, April 5, 1977 April 4% 1977, pp. 11-13 Initiate a study of parcel size and Agricultural Core, Agriculture-Recrea- Harry Reeves, Feb. 22, 1977 June 3, 1977, pp. 1 Agricultural viability within six tion and foothill areas. JoAnne Dean, Feb. 22, 1977; months after adaption of Pia Letter, April 30, 1977 '''` James Buell, Feb. 22, 1977, April 5, 1977, May 3, 1977 Barbara Guise, June 7, 1977 Joseph Connery, April 19, 1977 (memo) Jo9eph`Cunningham, May 3, 1977 +-n' =' Rachel Baldocchi, May 3, 1977, t June 7, 19770 1 iF63 Rose Pierce, June 7, 1977 a ..fC+ .. .L • C f" n s' .�r� :_. ""� .,tea,;a u• s�"-`'-�. �,�r ON .aE•s. 3 rrqU Concerns Raised Comments Initiate_d_ B When* Discussion of Staff Reports Staff Recommendation 11. Phasing of growth in Oakley-Sandhill. Staff, April 5, 1977April 4, 1977, pp. 14 ohptp`olic1e`s7or staging growt and infilling 12. Clarification of "public" water and Staff, April 5, 1977 April 4, 1977, pp. 15 Exclude mutual water companies from sewer. Application of service Charles Pringle, May 3, 1977 definition of "public" water supply. availability criteria to non-resi- Apply service availability criteria dential uses. to non-residential uses. 13. Criteria for location of recreation Staff, April 5, 1977 April 4, 1977, pp. 16 • Adopt location criteria for docks uses in the Agriculture-Recreation and marinas area. 14. Time Period of Plan Staff, April 5, 1977 April 4, 1977, pp. 17 Change target date from 1990 to ten years 15. City of Brentwood area designation for James Buell, Feb. 22, April 4, 1977, pp. 4-5 None: Retain Planned Community area Planned Community is too restrictive-- April 5, May 3, June 7, April 29, 1977, pp. 5, 6 shown in staff report. Insert com- need larger area shown for city's 1977 mitment into resolution to reconsider growth. Richard Hackett, Feb. 22, 1977 Plan after city adopts a new General Joseph Cunningham, Feb. 22, Plan. 1977 Bill Garin, Feb. 22, 1977 Garbara Guise, June 7, 1977 Gordon Chong, April 5, 1977 Donald Piantanida, June 7, 1977 16. Request for parcel in Sand Hill to be Ludie Hurst, April 5, 1977 April 29, 1977, pp. 4 Retain proposed single family resi- designated commercial in the General dential designation Plan. 17. Request for parcel in Agricultural Core ' Gerald Continente, April 5, April 29, 1977, pp. 4 Retain proposed Agricultural Core to be included in Brentwood's Planned 1977, May 3, 1977 designation Community area. Mary b Anthony Continente April 5, 1977 (letter) 18. Request to expand commercial use at Jen'Thayer, Feb. 22, 1977, \April 29, 1977, pp. 5 Retain Agricultural-Residential Cypress and Knightsen Roads. April 5, 1977 designation 19. Service availability criteria for sub- Charles Pringle, April 5, Aprni1 4, 1977, pp. 15 Retain criteria proposed by General division is too restrictive. 1977, June 7, 1977 April 29, 1977, pp. 5 Plan Review Committee with staff modifications 20. Area outlined for growth in Oakley is Joseph Connery, Executive April 4, 1977, pp. 13, 14 Adoptpolicies on phasing of growth much 9i,eatgrt than that allowed by Officer. LAFCO, memo, April 29,,.j,9,77.�,,:pp. 6, 7 in Oakley-Sand Hill planned -subregional sewer system. April 17, 1977 ; ; s 01662 2 CONTRA COSTA COUNTY PLANNING DEPARTMENT NOTICE OF XX Completion of Environmental Impact Report Negative Declaration of Environmental Significance Lead Agency Other Responsible Agency Contra Costa County c/o Planning Department P.O. Box 951 Martinet, California 94SSS Phone (415) 372-2024 Phone EIR Contact Person Darwin Myers Contact Person PROJECT DESCRIPTION: The proposed project is the adoption of the East County Area General Plan, an amendment to the Contra Costa County General Plan. This General Plan study was ordered by the Hoard of Supervisors In 1973 as a result of hearing on then5pace and Conservation Element. The previous plan was the 1963 County General Plan. doptlan of the proposed plan would alter land use designations and result In the • creation of new zoning districts in the eastern portion of the county. The Planning Area for Ws plan is defined as being that portion of.the county which Is east of Bridgehead Road, Deer Valley Road and Vasco Road. The Planning Area is bounded to the north by Sacramento County, on the east by San Joaquin County and on the south by Alameda County. Thus the Plan Area Includes the south shore of the San Joaquin River,east of the Antioch Bridge. It also Includes the Delta Islands, Delta waterways and Delta lowlands of Contra Costa County. The East County Planning Area extends westerly to include the lower, east-facing foothills of the Diablo Range and intervening portions of the San Joaquin Valley. ' It is detomined from initial study by of the Planning Department that this project does not have a sgn ficant effect on the environment. Justification for negative declaration is attached. ;B X The Environmental Impact Report, is available for review at the below address: l+ Contra Costa County Planning Department 4th Floor, North Wing, Administration Bldg. a Pine 6 Escobar Streets .� Martinez, California Dae Post .aJ 19 Final date for review/appeal ti,. # By ng "PaTnt Representative -,`i APPENDIX III School Districts Governed by Independent Boards Community College: Contra Costa HIRh School: Liberty Elementary Schools Brentwood Byron _... _. Knightsen Oakley Cities Within the County: Brentwood(incorporated 1948) 71 ol . t.s':Iri t1 0Rtt I APPENDIX 11 Non-School Districts Governed by Independent Boards MosauIto Abatements (2,200, H-S) 1..20-53 Contra Costa No. 1 11-13-51 Diablo Valley Mtuttu ci 1 tmprovementt (Stat. 1960, Ch. 22) 7-03-60 Bethel Island ' Public�er t (5,590, H-S) 6-23-25 Byron, Brentwood, KniShtsen Union e am„atI,I,on: {30,000, WA) 746-09 No.799 (SandmOund) 7-86-09 No. 300 (Byron) t0-11-09 No.902 (ClUton) 4.10.11 No.$30 (Jersey island) 4-13-19 No.7024 (Orwood) 4-15-15 No. 2023 (Holland) 4-13-1'S No. 2026 (Webb) 5-03-19 No. 2036 (Palms) 11-21-21 No.2059 (Bradtard) 4-02-23 No.2065 (Veale) 7.10-P6 No.2090 (Quimby) Recreation and Park: (5,730, P-RI 5.06-46 Brentwood Resource Conservationt (9,000, P-R) 12-09-41 Contra Costa t (61400, H-S) 4-1243 Byron 9-27-45 Oakley 78 VrA is re t •� s r "`xYh 8#'e:'� Wit, sx 'a `" ai ,., -':..3,''s..h' t .. er:`,'a}r.�'�„!�t APPENDIX I,cont`d. Fire Protection (cont'd) Created Brentwood 7-21-30 Byron 10-21-29 Eastern 7-01-68 Oakley 8-06-28 Flood Controls (Stat. 1931 App. 63-1 Wa) Contra County Flood Control 9-24-31 and Water Conservation Zone I (Marsh Creek) 8-26-32 Zone 2 (Kellogg Creek) 12-02-52 Storm Drainages (Stat. 1933, App. 69-1 Wa) Contra Costa County Zone 29-A (Oakley Area) 12-26-72 . Zone 108-A (Marsh Creek Area) 8-31-71 Water AaencX: (Stat. 1937, App, 80-1 Wa) Contra Costa County 9-11-57 Non-School Special Districts Governed by Independent Boards County Water: (30,200 Wa) Contra Costa 5-08-36 Oakley 5-18-53 Irrl ation: (20,500, Wa) Byron-Bethany(Extends into Alameda 12-22-19 and San Joaquin Counties) East Contra Costa 9-03-26 01.658 69 1= ` :c k»w\•�'�k..� �. >t�-�+#..ewi,`8 b a�Y�as;�y' �'�;�d� e�' �A',ti�S �',-k Li r, .t _.; ��`' � ;i'f ei+'r f=T"SG*+.:�.y.�i.,7 _.p i ;�...r 2..��e`y'" APPENDIX I SPECIAL DISTRICTS AND COUNTY SERVICE AREAS, EAST CONTRA COSTA COUNTY (January 1, 1976) Non-School Special Districts and County Service Areas Governed by Board of Supervisors, East Contra Costa County *Letter designator In county services H-S-Health and Safety Code area name indicates type of extended Wa -Water Code services)rendered. Gov-Government Code P-R-Public Resources Code P-U- Public Utility Code County Sanitation: (4,700, H-S) Created No. LS (Bethel Island Area) 3-16-67 No. 19 (Byron Area) 12-26-67 County Service Area (23,210,Gov.) *D-Drainage D-12 (Santimound Area) 10-26-71 D-14 (W.Oakley Area) 10-26-71 *L-Street Lighting L-43 (East County Area) 6-16-64 *LIB-Ubrary Construction LIB-11 (Oakley Area) 12-27-66 *M-Miscellaneous (Two or more services) M-1 (Delta Area) 1-03-60 M-8 (Byron Area) 10-01-68 M-13 (Bethel Wand Area) 12-09-69 *RD-Road Maintenance RD-3 (Bethel Wand Area) 11-09-71 RD-4 (Dutch Slough Area) 10-16-73 *S-Sewer S-1 (Sandmound Area) 9-28-63 S-2 (Oakley Area) 12-27-66 _,..ePra otectlont (13,801, H-S) Bethel Island 4-22-46 i 441.1 6$ 61f 5 _ the County Planning Geologist where applicable. tither Planning Department and other County personnel were utilized as necessary. Ordinarily the person directly coordinating and writing the report is listed as the contact person on the notice of completion, or Arnold B. Jonas, Senior Planner,can be contacted. ElR Team Alice Bonner, B. S. Wildlife and Fisheries Biology Bruce N. Bowman, B. S. Urban Planning Arnold B. Jonas, A. B. Economics Stan Y. Matsumoto, B. S.Clvll Engineering Darwin Myers, B. S. Math., S. S.Geology, Ph. D. Geology Dale Sanders, B. S. Biology, Ph. D. Entomology DM:blh --,. z i 6y _ W Iii ✓F scrutinzed regarding the proposed action. If additional consultations, • contacts of consequence and documents were used, they are referenced below. East County Area General Plan, A draft proposal, April, 1976, Contra Costa County Planning Department. Population Characteristics Inventory and Analyses, East County Planning Area, October, 1973, Contra Costa County Planning Department. Transportation Facilities Inventory and Analyses, East County Planning Area, January, 1974, CCCPD. Economic Characteristics Inventory and Analyses, East County Planning Area, March, 1974, CCCPD. Physical Resources Inventory and Analyses, East County Planning Area, December, 1973,CCCPD. Community Facilities Inventory and Analyses, East County Planning Area, November, 1973, CCCPD. Land Use and Zoning Inventory and Analyses, East County.Planning Area June, 1974, CCCPD. Contra Costa County Soil Survey, 1974, Soil Conservation Service, U. S. Department of Agriculture. Preservation of Prime Agricultural Land In Eastern Contra Costa County,_ January, 1972, Land Conservation Committee Report. Contaminants and Weather Summary, Monthly and Yearly Reports, Bay. Area Air Pollution Control District Seismic Safety Element of the Contra Costa County General Plan, 1973.. Noise Element,Contra Costa,County General Plan, May, 1975. Contra Costa County Energy Resources and Conservation Study, 1976, In- preparation. Contra Costa County General Plan, Open Space Conservation Element, August, 1973. Delta Action Plan, Delta Advisory Planning Council, 1976. I. Qualification of EIR Preparation Astency. This Environmental Impact.Report was.prepared by.the Contra,Costa. County Planninf Department. Themajority of the repocts.are prepared by. • the Environmental Impact personnel of_the,current,Planning Division and 66 .fit fi. "s. .2�t[ r,�. -c �,'s? :i`-x?.. -• {4���, t,'y S.k. ti''. +PZ i. c.i ,,, ,{,'' �a t X 0 `.^3"y ++244 ,Sd"A3�ai"" d^ _ F � fiY Lfl`�jye problem is one of attempting to include knowledge of cumulative, long- term impacts into the short-term decision-making process. For example, there are no studies or policies which limit the number of marinas in the Delta of Contra Costa County. Each application which is approved results in Increased boat traffic and use of Delta waterways. There may be a recognition that the environment Is being adversely affected, but this Is rarely a basis for denying an application. F. Any Irreversible Environmental Changes Which Would Be Involved If the Froposed Action MOM Approved _._.. Approval of the proposed East County Area Plan will allow Irreversible environmental changes to occur. The same is true of the 1963 General Plan, but to a greater degree. There are three reasons why the proposed plan will have fewer Impact: (1) Under the suspended pian haphazard development was occurring in the East County. The proposed pian Identifies an Agriculture Core and recommends an Increase In the minimum parcel size from 3 acres to 10 acres. (2) The proposed plan Identifies ample areas for urbanization within designated Planned Commu- nities, and relates residential densities to availability of sewer and water facilities. (3) The proposed pian Identifies an Agriculture Recreational Area (the Delta lowlands) and calls for a 20 acre minimum parcel size. There are unresolved public safety risks in this area, and the large parcel size will discourage Intensive residential uses. G. Growth-inducing Impact of the Proposed Action r� The proposed plan la clearly a growth Inducing action. it allows for 2,200 additional acres (Including Discovery Bay) for urban uses over the 1964 County General Plan. The holding capacity of the proposed plan exceeds 68,000, 4.3 times the 1973 population of the study area and nearly 3 times the anticipated population for the life of the Pian. Because the plan does not propose population densities or time phasing of development In the planned communitles, It leaves the scope and density of development strictly up to service availability. This has the effect of giving utility boards the decisions as to future location of growth and not the policies of the General Plan. Consequently, growth could occur-In a haphazard fashion and In areas which would not be consistent with the goals of the plan, i.e. preservation of agriculture and low density development In flood hazard areas. As detailed in the Economic Impact Section, the plan provides for a large amount of residential growth without the likelihood of a proportionate Increase In the local job base. H. Organizations and Persons Consulted: Documents Utilized During the preparation of Environmental Impact Reports, written and oral . communications take place between the Planning Department and other County'departments. The General Plan and its various element are also 63 SZ ', �3{�^xb` :. i^ $ `9TY s "f 6. Revise Proposed General Plan Land Use Map Revise the land use map to include all prime soils(and perhaps other currently productive Class III or IV soils) in the Agriculture Core and all flood prone lands to the 10 foot contour line in Agriculture Recreation. This would tend to maximize preservation of existing agricultural activities which lie within the proposed Agriculture Residential category and place most of the area of the 100 year flood plain in larger parcel size. 7. Balance Residential Use with Anticipated Employment Opportunities Under this alternative, the acreage within planned communities designated for residential uses would be In scale with the local employment base and therefore reduced considerably from the proposed plan. The proposed area outlined for residential use can accommodate many more persons than the anticipated employment base can support. This has the effect of condoning a commuter-based community and encouraging sprawl. This alternative would reduce traffic, noise, demands for services and adverse Impacts on air quality and energy resources by-providing for less'growth (reducing areas outlined for residential use). E. Ena>sv Alternatives Long commutes are not energy efficient, and the single family home Is the least energy efflcient-housing type. The pian could encourage the eventual establishment of a comprehensive publlc,translt system through Its land use and circulation planning. The plan could also stress the importance of Incorporating energy-mltigatlon measures In project design and construction practices. For:example, the plan could encourage multiple family developments In the East County Planning Area (see the Contra Costa County Energy Study for detailed consideration of energy conservation measures). E. The Relationship Between Local Short-Term Uses of Man's Environment and the Maintenance and enhancement of Lona,;term PMuctivity M 11A�1 Y��IIIII�1� •ll��- I �II�I�. The East County Area Is dominated by agricuitural,and recreational land uses. However, during the past:13 or1O years there has been,a growing problem of the loss of prime agricultural land to large lot residential development. Unless effective measures are taken to protect agricultural lands from development pressures It Is predictable that haphazard land development patterns will eventually replace commercial agricultural. The Importance of.good soil.In:continuing to produce food cannot be underestimated: In this period of food shortages,, world Pamine, and expanding population. There Is a question regarding the:appropriateness of converting productive agricultural lands Into 3-4cre ranchettes, in J; to recreation and the preservation of wildlife habitat,the rr Is a basic,question which-;has not been resolved: when does Increased recreational use of Delta waterways constitute overuse? The problem is one of balancing short-term development pressures against the Importance of preserving the high recreational value of the Delta. Ultimately,the > I 1y air'4kx...",5t.e3e xi�i!?i..u.M,"*£�.:.t Zi`fi»i'. "�>t� `'.''s r a.i rt"'c+,y q }g 4 Plan categories would enhance consistency in language between county plans and state planning law. 3. Increase Minimum Parcel Size in Agricultural Land Use Categories Parcel size Is thought to have a substantial effect on much of agricultural viability; the smaller the acreage involved, the harder it is to compete against targe scale operators. In 1971, the County's Land Conservation Committee prepared a report entitled The Preservation of Prime Agricultural Lands in Eastern Contra Costa County. On page 36 of that report, It states, "it Is significant that in the East Contra Costa irrigation District, out of 1,378 parcels of land, 887 are In parcel sizes of less than 10 acres...Those parcels of 80 acres or larger total only 126 and represent 36 percent of the total acreage involved." Increasing the minimum parcel size In each of the three land use categories would encourage the preservation of commercial agriculture In the East County. For example, increasing the minimum parcel size in the agriculture residential category could discourage development of ranchette lifestyle. To be successful, as a protective measure, some effective means would have to b-: found to ensure that agriculturala'i`ms are taxed on the bails of their agricultural productivity and not on their potential for urban development. 4. _Phase Development In the Oakley Brentwood Planned Communities This alternative assumes thers would be some kind of time phasing of development at specified densities. Within the Oakley-Sandhill and Brentwood communities, the proposed plan could accommodate more than 3 times the existing population. This far exceeds the anticipated 1990 population for this area. if the Pian provided criteria for a phasing development, It could have the effect of directing compact growth, infilling of existing neighborhoods and phasing development more consistently with water and sewer capacities. Under this alternative, the boundary of a Planned Community might not be altered but certain portions of the Planned Community would not be "stated" for development In the near future. Rather, they would assume an Interim agricultural status. S. Place Foothill Areas In Large Parcel Maior Open Space Classification ;i This alternative would change much of the area west and south of the Agriculture Core from Agriculture Residential at S acre minimum to open space at a larger parcel size. This would more accurately reflect existing use of the area as rangeland and the existing large parcel sizes (100 acres plus). Due to lack of roads, steep slopes and distance from urban services, the area is not suited for smallsparcel sizes and residential uses, Implied by the term Agriculture Reslden- tial. ri ( 4 63 4 ,o. e u*'i } ik x. areas where unique wildlife habitats occur. This would include the , Big Break area and all non-levied islands. All projects should be specifically designed to minimize Impacts on aquatic, marsh and riparian habitats and avoid conflicts with agriculture and low intensive recreation uses. Any project which represents an intrusion into an open land area may require an environmental Impact report. Due to the cumulative effect of marinas and recreational develop- ments on the Delta's ecosystem, even small projects will require careful environmental assessment. 1. industry The East County Plan places primary Importance on agricultural and recreational land use and secondary Importance on the expansion of heavy Industrial uses within the Planning Area. The proposed plan designates 1941 acres ( less than 2% of the Planning Area) for heavy Industrial use. This Is a narrow corridor north of the Atchison, Topeka and Santa Fe railroad tracks, in the extreme northwest portion of the Planning Area. Because of Its geographic location, the area can be considered a logical extension of the Pittsburg-Antioch Industrial complex. However, the aquatic and marshlands habitat of the Big Break area Is a natural wildlife resource recognized by both the East Bay Regional Parks District and the draft Delta Action Plan. The area outlined for industrial use should be reduced to exclude the water areas and marshlands so as to preserve i the wildlife habitat and recreational value of BIg Break. The plan : should contain a policy statement specifying that Industrial uses must be carefully controlled to ensure adequate protection of the Big Break ecosystem. D. Alternatives to the Proaosed Action 1. No Protect This alternative assumes that no new General,Plan for the area would be adopted'and that the East County would continue as a Reserve Area governed by the stipulations set forth In the Open Space and Conservation Element, p, 26. Applica- tions for development would be Interpreted on a case by case basis and the area-would continue to have no comprehensive plan for growth and land use. This alternative may'have some advantages In reducing undesirable Impacts of the proposed plan. It has the disadvantage of not specifically guiding growth or taking specific k measures to preserve commercial agriculture. 2. Conformance with Countywide General Plan Catexories This alternative assumes that the East County General PIan could utilize the use categories,found In area_plans developed for other unincorporated communities In the county. 'The proposed General Plan introduces 3 new,land use categories, three of-'which refer to agricultural uses: '' Utilizing existing`'land use categories would 1? simplify the plan and thereby promote more consistesit application of Gesw W 41an°requirements. =In'addition, utilizing 0 sting General Vr 1+ 51 x+•`,.�re ��c i 'r �'' `fp#„ e+...i,. 1 `:5`-* •' S.1'f,,�A'3r, .`e 1+� �vt 4- �- O Residential category is poorly suited to development because of natural hazards (potentially hazardous geologic and soils conditions, flood hazard, wildfire hazard) and/or because of inadequate utilities and community facilities (lack of dependablewater supply, inade- quate roads and fire protection, questionable suitability for septic tank leech fields, etc.) To discourage premature, unplanned or Inefficient development of such areas, the General Plan should provide criteria for evaluating the appropriateness of subdivision applications within the Agriculture Residential category. Strong consideration should be given to requiring Environmental Impact Reports for all major projects and for any subdivision which is considered an Intrusion Into a commercial agricultural area or a significant wildlife area. S. Agriculture Recreation Seismic safety considerations, along with the potential for flooding and drainage problems Indicate that the Agriculture-Recreation area should not be developed or accorded a low development priority. Suburban uses and densities should be discouraged. Some areas subject to flooding with poor drainage characteristics are not sufficiently protected. These Include the area under the 10 foot elevation contour noted for agriculture-residential use. A larger parcel size would be more appropriate here to discourage urban development and minimize the Impact of flooding. The boundary of the Agriculture-Recreation area should be extended to the 10 foot contour line. The Plan does not establish definitive criteria for the placement of recreation uses within the areas designated as Agriculture-Recrea- tion. Some areas which are Included In this land use category such as, but not limited to, Quimby Island, Bradford Island and Webb Tract are areas with poor access and should not receive extensive non- agricultural development. Heavy.use of these.Islands requiring access by limited capacity ferry or private boat could adversely Impact those areas. Criteria should be developed for the placement of recreation uses within the Agricultural-Recreation category which considers such Issues as access, location of similar uses, impacts to levee system, adjacent agriculture lands, Inadequate roads, and ferry system, and the Delta's natural areas. :.Approval of such uses should be,closely regulated by the land use permit process or other appropriate zoning procedures. 6. Recreation The plan encourages recreational development but does not discuss policies on the. location of cofnmercial:.recreation, notably marinas • and. rewts adjacent to ,Delta :waterways. - ,Criteria should be estobll"d;for the Iocatlon and:development of commercial recrea- tion. As the daft, pelta Action:Planeticommends,.water orientep ���� r`ecreauonsprojscts•(madnas,;docksitee).should:be-clustered and'avol�tjj•• 1. h +''x., t `ash '�.:Y' ''??:�F) a.xt 3 r M•�. v.'rr-S`?;4 1 kb�: }?ixv? 4t { _': 's's.' �, a,['`1s,'''.: ` E}'�a � 'K n}�.. -,. ,i�'I Al �a 3. Agriculture Core The primary objective of the East County Area Plan is the preservation of commercial agriculture. The major policy recommen- dation In this regard is the establishment of a 14,383 acre Agriculture Core (approximately 12.3 percent of the Planning Area). The plan calls for a minimum parcel size of 10 acres in the Agriculture Core. A 10 acre parcel Is marginally suited for use as commercial agricultural land. According to the report on the Preservation of Prime Agricultural Lands In Eastern Contra Costa County prepared by the Land Conservation Committee (January 1972, p. 46)0 "Where parcels are 10 acres or leas, It is more expensive to farm the land because of the higher cost of moving the farm equipment from parcel to parcel and the limitations of the manner In which Insecticides and fertilizer may be distributed. In the case of row crops where ® mechanical harvesting Is generally carried out, a small parcel cannot support the cost of using the machinery." It should be recognized that under Ideal conditions(i.e.relatively flat site, possessing good drainage, adequate water suppply, 'favorable nutrient characteristics of soils, mechanical harvesting equipment available at an affordable rate, etc.) some commercial agriculture Is viable on a 10 acre parcel. However,allowing all agricultural lands in the Agriculture Core;to subdivide Into 10 acres may threaten the viability of certain crops(e.g:orchards) Additionally, it Is reasonable i to assume that ranchettes may replace commercial Agrlculture on some parcels, further threatening the remaining farms. It should also be noted that in recent-years there has been a trend to convert orchards Into row crops. Row crops require approximately 6 times as much Irrigation water as orchards. In some parts of<the East County an adequate water supply is presently not available to convert orchards Into row crops. Moreover, the high boron content of ground water makes It unsuitable for Irrigation of crops. In.summary, consideration should be given to requiring EIR's for any subdivision applications which may create an uneconomical parcel size,thereby threatening the survival of agriculture. It is also recommended that a study be made to delermine where (and under what conditions) a 10 acre parcel Is a viable farm unit In.the East County Planning Area. Agricultural preserves should be encouraged. Depending on the appr1riateness of the particular proposal, the county should support egislatlon which would tax commercial agricultural hand on the basis of agricultural productivity and not on the basis of development potential. 4. Agriculture Residential The area designated Agriculture Residential includes some agricul- tural lands underlain by prime soils, remote open grassland,:areas which serve as a significant wildalfe habitat, and areas underlain by +economic mineral deposits. Some of the land In the Agriculture 60 , � 9 and overuse is a complex problem which must ultimately be addressed If the present high recreational value of the Delta is to be maintained. 2. The proposed Area Plan expands the population holding capacity of the East County. Associated with the increased growth potential are a myriad of Impacts, including traffic and associated noise and air quality Impacts; consumption of renewable and nonrenewable resour- ces; construction related problems, Including noise, traffic and dust; Increased demand for community facilities, Including added school loads and cost; added demand for medical, fire and police services; loss of some agricultural land and visual open space; loss of wildlife habitat. It should be pointed out, however, If the plan is successful in directing future growth toward the Planned and Recreation Commu- nities, the proposed plan can be considered superior to the suspended 1963 General Plan. C. Mitlaatinit Measures Proposed to Minimize the Impact 1. Planned Community The plan falls to discuss the problem of scattered, unplanned development within the Oakley/Brentwood planned community. Since the holding capacity Is far above the actual anticipated population, efforts should be made to direct growth to avoid Interfering with existing agricultural activities. Criteria for subdivisions of land within the planned community should be.developed. Densities should be assigned :to, residential -areas, and .time: phasing should be Implemented In the Oakley area._.The area'north-of Contra:Costa Canal can easily,accommodate the anticipated:growth of the Oakley- Sandhill area (not including the Brentwood area) for the life of the plan. Development south of the canal (within the Oakley-Sandhlll area) should be restricted. This would .encourage compact and contiguous growth and encourage retention of some of the viable agricultural units which are located within the planned community area. 2. Recreation Community The Bethel Wand Recreation Community Iles In an area which Is subject to flooding, underlain by materials which'-possess 'a low bearing strength, possess a high water table, and are`very hazardous selsmically. The-proposed:East County Plan quite correctly recom- mends that urban development must connect to community sewer and water facilities, and that detailed geologic and engineering reports are to be required as a prerequisite for considering the'approval of public and private projects. However;the area plan actually expands the public commitment to development on Bethel,Island,beyond the limits shown on the 1963 General Plan. Additionally, no special consideration is given to flood plain management. The Area Plan should discourage suburban uses and densities unlesss structures are elevated above the +9.5 foot elevation (mean sea level datum). Special consideration should be-given to the maintenance of the Bethel Wand levee: 59 104001648 +t .;t' v:' µ -' <d qk Li ", i.^w• R 1F t y ti. d �`F summer temperatures. Air conditioning requirements can be substan- tially reduced through proper building and site design. There are significant differences in heating and cooling energy requirements for housing units of different types. As housing unit density increases, energy use per family decreases las shown In the chart below). NATIONWIDE BTU's of required per degree Housing Type " day of heatlna load Single family 25,000 Duplex or townhouse 16,000 Multi•famlly 12,000 Multiple family units require less energy than single family homes because the amount of energgy required for space conditioning Is decreased. There are typically fewer exposed sides and a greater number of common walls In a multi-family dwelling, so Instead of 'losing conditioned air to the outdoors,air Is exchanged between units, reducing net energy loss. The area within the proposed plan designated for multiple family uses Is small, therefore, OW-Impact . upon energy consumption Is relatively adverse. At the present time, the communities of Oakley, Sandhill, Syron, Discovery Say and Brentwood are served by natural gas. However, the future of naturalas`supply In the area as elsewhere in the state is tenuous. New development within these communities will be able to connect to natural gas for the short teras future but the'distance which future lines may extend Is restricted. Presently, no commer- clai uses may connect to natural gas without applylnthcqugh the Public Utilities Commission«` It Is possible that within life of the plan, residences will-be converting to alternate sources and that natural gas will not be available In the study area. The Impact of this on Industry planning In the area would be significant. Heavy industry will have to use coal or crude oil. This could significantly Impact air quality In the Delta area. II. Environmental ImgWAnaalysis B. Any Adverse Environmental Effects Which Cannot Be Avoided If This E�r is eases 4 t. A primary Impact of the expansion of recreational communities and water-orlented recreation'Is the generation of Increased use of the Delta waterways. : Realizing that this is, In part, the purpose of waterway recreation, there 13 a price to pay-for'Increases 16-water- use by more and more persons. The distinction between irnxesseed use F f 5g 1s-`td -?e' r 'S.. .,. w,S � 3 y�r 3 that noise levels generated by vehicles will actually decrease in the future with advances in technology and as higher standards are imposed on the industry. Consequently the County Noise Element projects that 1990 noise levels along Highway 4, Syron Highway and Lone Tree Way will be comparable to or slightly lower than present noise levels. Nevertheless, it is probable that residential lots along major arterials and Highway 4 will be impacted by annoying and potentially hazardous outdoor noise levels. Additionally, noise and truck traffic are a source of annoyance to some residents of Brentwood. This problem Is not resolved by the proposed General Pian. In addition, If the General Plan is adopted with the proposed population capacities, the noise contours In the Noise Element for the Oakley area will have to be revised since they are based on existing population. 19. Archaeolq Although numerous archaeolgoic sites have been Identified in the East County, no comprehensive survey has been conducted. As develop- ment occurs In the Planning Area, site preparation work poses a strong potential to disturb or destroy buried archaeologic resources. 20. Energy ImAacts In the past,mere economic Incentive has been sufficient to guarantee an energy supply for a growing community. Energy supplies are limited at the present time, and this restriction may continue Indefinitely. it Is valuable to examine the. impact of a proposed project (in this .Instance.an Area Plan) from the point of view of energy supply and.demand.. The proposed General.Plan designates nearly 9f300 acres as Planned and Recreation Communities.and 1950-.acres as Industry. This is a definite Increase in the amount of acreage devoted to residential and Industrial uses over the 1%3 Contra Costa County General Plan. The proposed plan will indlrectly result-In a'substantial Increase In energy consumption In East County. Energy will be consumed In construction of streets, roads and buildings and In operation and maintenance of buildings. Increased public services will also consume additional energy. Moreover, the relative isolation of East County from major, shopping faculties and,diversified eniployment dpportu- nities Implies relatively high gasoline consumption. Increased ct,nsumption of.electrical energy is Important since over BTU's of a Eergy Input are required per,BTU ofdelivered electrical energy. .fhe use of electricity_for air- conditioning-Is of special concern as air conditlonln Ioads In>rast,County are high due.to warm 57 y i� � + ? f M t 's':'n...cr . „... .,i result will be well defined residential communities surrounded by agricultural land. The plan allots 8833 acres for residential use, which represents a four-fold increase above the current number of acres in actual residential use. This exceeds the land needed to accommodate anticipated residential growth in the East County during the planning period Within the Planned Communities, fully 99% of the land allocated to residential uses Is designated as single family residential. However, density levels are not specif led for this use category. The'only limits on density specified by the plan are related to the availability of sewer and water services% Since the future availability of these services Is difficult/to anticipate, tying of growth to these factors makes the future pattern and density of growth within the designated growth areas unpredictable and potentially discontiguous. The plan does not specifically address the area's housing problems such as rental overpayment and deteriorated housing, or the housing needs of low Income residents. The Area Plan text does not address the question of mobile homes,and no lands are specifically designated for mobile homes on the General Plan land use maps, though it Is assumed that mobile homes will be permitted In some residential areas. Mobile homes presently provide a.source of low cost housing for East County.residents, and they will continue to do so In the future. The East County Area General Plan land use maps designate 82 acres for multiple family residential use. This amounts to less than 1% of the area allocated to residential uses in the proposed plan. Presently 36 acres,or 1.6%of the existing residential land use in East County Is used for multiples. Thus, the proposed Area Plan appears to provide for a percentage reduction In land for multiple dwellings. 16 Air Quality The East County lies In a "critical air basin" as defined by the Say Area Air Pollution Control District. As the East County Is transformed from a rural to an increasingly suburban, highway- oriented community, there will be a proportionate Increase In automobile emistlons. These emissions are only a fraction of the total. Bay Area emissions. However, the effects of air pollution are cumulativei when added to.other emissions, It will-make It more difficult to achieve state and federal air quality standards. Added to this are the climatic condtions which produce occasional temperature Inversions and associated "smog", and the west winds which convey automobile and Industrial pollutants Into-the East County.area. The picture that emerges Is not very favorable for the community's air quality 19. Noise Noise, especially noise generated by transportation sources, Is ever present In urban and`suburban life. Acoustical:engineers;anticipate fi 4 3 > g s }k' �' ._ v �.. .,m f xa ...^' ,m.w-:x_ ,,r },c,4 r"a.. x'i.•'-'.mid.+a. 'Y s. .,.<"" 'p,. 4«:" ? i.. �+,`a �l. The open grassland and blue oakwood habitats are not under as much destructive pressure as in the Delta region. "there is currently little development in the western and southwestern portions of the Planning Area. The 1963 General Plan designated this area "extensive agriculture". The proposed East County Area Plan designates it "Agriculture Residential" and calls for a minimum parcel size of 3 acres. if this remote area Is permitted to fragment into scattered residential "outposts", the wildlife value of this portion of the county will be severely diminished. Many of the wildlife species that occur In these habitats require large and relatively undisturbed territories to maintain their populations. Examples include raptorial birds (e.g. red-tailed hawk, golden eagle), gray fox, coyotes, badgers and the rare and endangered San 7oaquin kit fox. 13. Economics The continued population growth In the East County will require a variety of community services and natural resources. The added burden on the Sheriff's Department, the fire districts, educational servies, County administration, maintenance services of storm sewers, street lighting, street cleaning, provision of water, flood control protection, sewage treatment, maintenance of roads, etc. represent a cost to the community. Whether the cost would be covered by the revenue produced by the residents through sales and property tax cannot be determined without an extensive economic analysis. The plan provides for a considerable Increase In the area designated for residential user enough to accommodate a fourfold Increase In the current population. Several factors suggest that the local job base will not Increase enough to support this large Increase In population. There are likely to be future constraints on energy and water resources for Industry In the area. The study area does not have the secondary services necessary for manufacturing to locate here.` New Industry expected to establish In the Antioch-Pittsburg area Is not labor intensive and the new jobs could be expected to be largely filled by the unemployed labor force In the Antioch-Pittsburg area. Therefore, the employment need of the study area will have to be met by the job market In Stockton, west and central county, Solano County and San Francisco. The plan then Is essentially a suburban based one where residents will have to commute long distances to work. This has several implications.Increased traffic will deteriorate air quality which could threaten agricultural productivity. Residents will have to assume a considerable tax burden to support community services. Urban sprawl Is encouraged. The rural character of the East County area as an agricultural service center will be Irrevocably changed. 16. -Housing If the proposed-East County Plan Is successful,in channeling,most housing growth Into the planned and recreation communities, the . i 644 P ,t" 3`ai'r"*s4` `.,�_ �rv '.t. t f and recreation communities include oil residue, solvents, detergents, and silt-laden rainwater. All of these can be expected to Impact the water quality in the area. 13. Water Quality The quality of well water in the East County Is not good (i.e. approaches or exceeds U. S. P. H. S. standards for T. D. 5., Iron, manganese and boron) and it may decline further over the long term due to the greater salinity In the tidal waters of the sloughs, proliferation of septic tanks for sewage disposal and other factors. With regard to the Delta, water quality is subject to seasonal . fluctuations. Winter floods carry heavy sediment loads, Increased nitrate fertilizer residue, pesticides and other synthetic chemicals which are generated with the runoff from agriculture lands. Irriga- tion return water, recreational wastes by boats, and people, and chloride concentration Increased by salinity encroachment from the Bay may be the main pollutants during summers. Water projects which reduce flows through the Delta, such as the Peripheral Canal, will produce a salinity encroachment.Into the Delta waterways. The effect on Contra Costa County Rater District (CCCWD) -water quality will be negative, objectionable to the consumer.and conceivably threaten the water, supply. The effect on Irrigation water Is also adverse., 14. Vegetation and Wildlife The East County area possesses two areas that warrant special consideration: a. The Delta waterways, and associated marshlands and riparian vegetation, Including, :prank's Tract, Old River Islands, and Cliffton Court Porebay. b. The Open grassland Blue Oak woodland vegetative complex In the western and southwestern portion of the Planning Area. The &"tic# marsh and riparian habitat's of the Delta region are under U=eased pressure as nearby communities (i.e. Bethel Island, Discovery Bay) row In size and water-related recreation becomes more popular. blood Control Improvements have removed much of the marshlands and riparian vegetation, and the rich benthic(bottom) communities of the sloughs are periodically dredged. Several unique plant and animal species occur In this region (see Table 3) and may b further endangered by the Increased presence of and'interference by man. Unless protective measures are taken the wildlife value and vegetative diversity of the Dela will continue to decline. 54 t1 43 it. Delta Flood Hazard Existing information indicates that the Delta lowlands are within the 100 year floodplain. Under the Disaster Protection act of 1973, participation in the Flood Insurance program requires that flooding be recognized by the County in Its permit system, through the Implementation of subdivision codes and regulations, building codes, zoning constraints, etc. Existing County standards which pertain to developpment in the Delta lowlands specify that the tops of curbs shall be no lower than elevation 9.3 feet (U. S. G. S. 1929 mean sea level datum) 1n the area east of Simmons Point. If the Section 8467 (e) (4) of the County Ordinance Code were to be enforced, pad elevations for residential and commercial buildings would have to exceed an elevation of 9.3 feet above sea level throughout the Delta Islands and Delta lowlands. The appropriateness of designatingg flood prone area: for suburban development, (e.g. Bethel Island Etecreation Community), warrants careful consideration by decision making bodies. Certainly commer- clal and residential uses which are approved should be designed to minimize the potential for loss of life, injuries and property damage. Levee failure has occurred In the past and it is reasonable to anticipate that It will occur in dee future. It should also be recognized that'the Delta lies In a selsmically active area, and the ability of levee in East County to survive strong ground shaking Is `i unproven. 12. Ove_of Delta Waterways Perhaps the greatest long-range threat to water quality In the Delta is concentrated recreational and suburban L use of the Delta lowlands and Dela tracts. Certainly,,concern"about overuse and environmen- tal damage will grow as the number of persons and boats increase. 4; Vandalism, trespassing, degradation of levees by boat produced waves, boating accidents, and pedestrian and vehicle traffic on levee crests, are some of the proelems associated with an Intense, water-orlented use of the Delta. Solid waste disposal often poses difficulties In recreation areas. Refuse and garbage always mom to create disposal problems. Waste containers are few and far between ■� :r and emptied Infrequently. Invariably, waste finds Its way.into the A waterways, onto adjacent banks and, In the case of paper, onto distant lands. There Is a potential for reduced water,quality because of spillage of fuels, which often occurs during refueling of motor boau. Increased quantities of sewage effluent will be generated. Runoff from marinas 1642 §,'Y.'' s J'r- r iy rr i -yam �',. 3 ocuPancy factors, and the type of structures which are established on the site. Special problems of the Delta lowlands can be divided Into two major categories: static problems and earthquake problems. These are summarized below. Static Problems Earthquake Problems a. Subsidence b. Differential settlement a. Surface faulting b c. . Slope Instability • Slope InstabUlty d• Flooding C. Ground d. Ground failure lurching, liquefaction, e. Erosion cracking, etc.) e• Levee lnstabUity(seismic loading) 9. SeI'�n�lcitY It should be recognized that due to subsi isldence of the levee protected Wands and the continued urbanization oi. Bethel island, seismic rte are now at their highest levels In historic time. risks Potential for a damaging ear With respect to the earthquake, the question is when, not if one will occurs and the greater the elapsed time Owe the last significant seismic event, the;greater the likel future. The data ihood Indicates that 6 to of Its occurrence in the of the California Division of Mines and Geology the he last 160 ye10 severe earthquakes have Impacted this area In tlast ars. Thw#•on the average, we ground shaking in the Delta at least _qK should anticipate severe earthquakes were perfectly periodic in their every 27 years, if way to express this.Is that eve occurrence. Another ground ung In the Delta (Mod fled MercallpoytUs<tleaal for VI1-VIIU Is approximately the Delta4 percent. It should be obvious that the seismic risks In the Delta are on the flooding and same'order r magnitude:as risks from bodies. "' ht to be accorded similar:weight by decision-making 10. . Stream Hydrology Associated with the anticipated growth in.the.Plannin Area will be an ''ease In Impermeable surfaces. It Is r g that the amount and speed of runoff will Incce:aable to conclude cumulative affect;of such growth Tn the ft PrOWtlonatelY•The Creek watersheds will be Marsh Creek and Kellogg Additionally, development in nnel�bankrerosion and sedimentation. basins will tend to Increase the frequencyecoons of the drainage downstream areas. of flooding In the The addition of street 1Ittec, road oIl tertlllzers and other chemicals to .deterg t31 insecticides, advecie effect on water ualI runoff water' will have an 9 tY• AdditionaUy, the,water table may awns r T� togther these changes will have a iparlan habitat along creeks in the P negative Isnntngl�Cea.. } 47.'?>-z.;- 1 .$Z?=1 'k } ^fit , 'C • y or . .., z�. ..ti .. *` ....'''�.ra °.^4ia..} ar r- }} ti r ■/';� I.�'4 h g a • Even though these proposed improvements would substantially . increase the existing systems ability to Improve quality of treatment and to serve new growth, the design capacity of the new system would not, In general, serve the population that could be provided for by the land use patterns proposed in the Planned Community areas. In the Oakley-Sand Hill area, for example, the capacity of the system as proposed can be fully utilized by development located north of the Contra Costa Canal and east of Empire Road. Therefore, it appears warranted to consider phased development In a contiguous manner to assure that the system capacity Is not overextended through 1990. 7. Circulation and Traffic ' The proposed Circulation Element of the Area Plan calls for the straightening of Highway 4 In the Oakley area and for road widening and improvement as development occurs. Further, since Highway 4 creates both a noise and traffic problem where It traverses the communities of Brentwood and Oakley, It Is recommended that alternative routes In or around these communities be studied. The recommendations are not tied to a time table or prioritized. Specific Impacts are discussed below. I. The East County Area Plan states (p. 33) that the County Is to obtain road.widenings and appropriate,road Improvements as land . • is developed. However, the Circulation Element of the Area Plan does not establish the'details of road widths, right-of-way widths, etc. The Major Road Plan should be revised in the light of the East County Area Plan and submitted to the Planning Commission and Board of Supervisors for approval. 2. The proposed plan recommends (p. 33) that the County Initiate a program of correcting road deficlencles`on existing roads. The feasibility of such a program Is not considered; the plan does not establish who Is responsible for'the program; East County roads requiring Improvements`are not specifically Identified or priori- tized; the proposed plan does not establish criteria or guidelines for the program. 3. The East County Area Plan recommends that an alternative route for Highway 4 through Brentwood be studied, but It does not establish guidelines -or criteria for the study. In the meantime,noise, truck traffic, peak hoot traffic, and congestion can be expected to Increase as the population Increases. 8. Geology There Is a wide range of hazards and risks to life and property In the Delta lowlands. These hazards vary with the different geologic, seismic and is foundation conditions, the proposed use of'the area, . 41640 � .• ♦ y '�"l ��.�,. ♦ - ' c t c+ n LL"� t,. �, 4 � ,.� 4k.,, as ♦„+'�.. �� _ � - ., 6 Thus the proposed Area Plan expands the public commitment to development in the vicinity of the existing East County communities by approximately 2,200 acres including Discovery Bay. This is a 22% increase in acreage in the urban growth areas. Presumably the population holding capacity of the existing communities Is Increased proportionately. (The population holding capacity of the planned and Recreation communities is difficult to estimate because of the density of development tied to a service availability criteria.) The location of the lands shown for urban development on the proposed plan Is a considerable shift from the 1963 plan. The new plan shows much larger growth for the Oakley Sandhill area and Discovery Bay and reduced area for growth In Byron. The minimum allowable parcel size In the Agriculture Core and Agriculture Recreatlona areas is Increased to 10 and 20 acres respectively. The Intent of the new plan is to direct population growth to the expanded Planned and Recreation communities with a significant Increase In the population holding capacity of the East County area. 3. Schools The Brentwood Elementary School District schools and the Liberty . Union High School-are presently operating at their design capacity. During the next 4-or,3 years the anticipated growth In enrollments can be accommodated through the use of portables. However, continued population growth In the East County could trigger a school facility problem. Now voters will respond to requests for tax rate Increases to tkume new or expanded school facilities Is open to question. 6. Sewate Disposal and water Facilities The creation of many residential lots served by septic tanks and wells may pose a threat to the public health. Depending on site conditions, It can be extremely`difficult on a lot-split by lot-split basis to properly locate these facilities so that they do not interfere with one another, even on a 3 acre parcel. Groundwater contamination could result from such practices. Additionally, failure of a septic system could result in contamination of surface water. + The East/Central Contra Costa County Wastewater Management Program Is a comprehensive review of wastewater service for the eastern one-third of the county, Including the Planning Area. The program entails improvement to sewage plants within the area to adequately treat municipal waste, to protect the quality of the receiving waters (Sacramento-San Joaquin rivers), to consolidate the sub-regional facilities,and to expand population service. 30 ti0il01 '" i TABLE 10 . COMPARISON OF ACREAGES OF GENERAL PLANS 1963 General Plan Proposed East County Plan Land Use Approx. Land Use Approx. Area Category Acreage Category Acreage Bethel Island Single Family-High 2,309 Single Family 1,704 Retail Business 39 Retail Business 73 Extensive AS. 2.336 Ag.-Residential 2.078 TOTALS 4,724 3t837 Byron Single Family-Medium 790 Single Family 106 Single Famlly-High 213 Multiple Family 11 Retail Business 43 Retail Business 4 Light Industry 7 Commercial 3 Public/Semi-Public TOTALS l,S�i� i 40•ws Discovery Bay* Single:Family-High 1,484 Multiple Family-Low 36 Highway_Commercial 9 Neighborhood Business 11 Bus. do Professional 22 Publlc/Seml-Public 18 Open -Space 20 Neighborhood Park 14 T`6b Kntghtsen Single Family-Medium 106 Single Family 19 Retail Business 33 Retail Business 1 Light Industry 21 Publlc/Semi-Public 7 TOTALS T4 f 4T Oakley/Sand Hill Brentwood Single Family-High 21840 Single Family, 4,943 Single Family-Med. 998 Multiple Family 24 Retail Business 179 Retail Business 227 Controlled Mfg. 141 . Light Industry 19 Publlc/Semi-Public 73 Rural Density** 428 Urban Density** 837 TOTALS _ _ x,13$ r,_5 34 *Discovery Bay Plan was adopted • **Rural do urban densities are-City of Brentwood categories. n pp i * � 't-Lk k �! '` E ; '+i t,. "AW y �; ' '..'�"`' '..' �.,. �«tac; `if : 2. Uneconomical Parcel Size and the Cost of Operations One of the problems that farmers In the East County area face is the small size of parcels, particularly In the East Contra Costa County Irrigation District, where 64 percent of all parcels and 23 percent of the total acreage are In parcels of less than 10 acres In size. In the Byron-Bethany Irrigation District 42 percent of all parcels and 6 percent of the total acreage are In parcels less than 10 acres In size. Where parcels are of 10 acres or leas, it Is more expensive to farm the land because of the higher cost of moving the farm equipment from parcel to parcel and the limitation of the manner In which Insecticides and fertilizer may be distributed. In the case of row crops where mechanical harvesting is generally carried out, a small ppaarcel cannot support the cost of using the machinery. It should also be recognized that the relatively small minimum parcel size which is proposed by the plan encourages the continued growth of residential uses In commercial agriculture areas. Such uses have a low tolerance for one another. Por exam le, pesticides, odor and files common to livestock operations are objectionable to adjoining residences. Con- versely, the presence of nearby residential uses makes It more difficult for farmers and ranchers to carry out their agricultural operations. Based on the preceeding considerations It Is apparent that the continuing fragmentation of parcel sir' will have a deoldedly negative Impact on the viability of agriculture. In this regard, the prpposed plan falls to recommend a minimum parcel size which will . encourage the retention of agricultural uses. 3. Absence of Guidelines In Agriculture Residential The proposed plan does not establish any criteria oruidelines for sub evaluating the appropriateness of division applications In areas designated "Agriculture Residential". Premature development of outlying portions of the"Agriculture Residential" area could-result In scattered, unplanned, Inefficlent and potentially hazardous'develop- ment. For example, the southwest portion of the Planning MeA Is exposed to extreme.wildfire hazard during the late summer and early fall. According to the safety element, major developments should not be approved If fire fighting services are not available or are not adequate for the area. Hopefully,consideration of fire hazards would also be accorded to smaller projects.. ether factors which should be considered Include compatibility, with surrounding land use, wildlife resources, agricultural'capability of soils, mineral resources, flood �gr th problems, for ieech flewInducingfators,adquacy of suitability faacilitiess(e.g 4. and Use and Population Comparison In land use between the 1%3 General Plan and the proposed pian for existing East County communities are shown In the following table. 01 N3 .. ..}t y *, �r. -.?+L},�5z.r-.4.�,..ri � ,....3 vv..'i � .,. ..'.x. ..�e3.Tii .. ."�s.. i.i. 4. .._ ...�°;\yrs:�,.•:{.. R,�� ... .. .. .. • All climates in the county require winter heating but East County • requirements are approximately 25% lower than the coolest areas (Lafayette, Moraga, and Ocinda). According to study entitled"Energy Use and Conservation In Contra Costa County" (Vol 1, p. 9), Oakley, Brentwood, and Byron have the lowest heating degree day loads In the county (2300). The East County has the highest cooling degree day loads in the county (900-1100). The need for summer air conditioning exists if comfortable Indoor temperatures' are to be maintained. Energy consumption for space conditioning Is affected by Insulation and ventilation. The orientation of the structure and landscaping are additionally factors which affect energy consumption. The East County Planning Area Is an agricultural district with approximately 6,000 housing units..There is relatively little Industry and business In the East County. As noted�earller in this report, the majority of the housing stock In the East County was constructed more than 20 years ago, a period of design which did not emphasize energy conservation. The limited employment base in the,Planning Area and Its remote location on the fringe of the San Francisco Bay Area results In long, energy-Inefflclent commutes by private automo- bile to employment centers An Antioch, the central county•and the Oakland-San Francisco area..: • 11. Environmental Impact Analysis A. The Environmental Impact of the Proposed Action 1. Viability of Aerlculture It the prime agricultural land An the Fast County Is to be retained for commercial agriculture, the-County must take positive 'steps to create preserves .that can� withstand development pressure. The proposed Area Plan recommends the creation ;of a 14,333 acre "Agriculture Core". It should-be stressed that adoption of this recommendation will not ensure the survival of commercial•&Sricul- ture In East County, and it does not give any special consideration to agricultural lands which fall.outside of the"Agriculture Core". It can be considered a positive step toward',control.of the pattern of urban development In the 1PIanning Area. However, If the plan is to achieve Its sated.objective-of.retaining.commercial-agriculture,-the mini- mum allowable parcel size to the Agriculture Core must be increased. The proposed plan must also be given consideration by taxing agencies and the Assessor.(e.g. Agricultural lands are taxed to support BART). U further subdivision of land In the Agriculture Core Is discouraged, If urban growth Is directed Into the Planned,CWmunitte , utd.,tf land in the: Agriculture Core Is taxed on the basis of lts agricultural • productivity,,;the viability of�commercial agriculture will be greatly • enhanced.. tiny 47 mil* . There are several recorded archaeologic sites located along the bank of Marsh Creek and Kellogg Creek. This Is not surprising because of the importance of the creeks as sources of water and the availability of edible plants and wildlife for food In such areas. The significance of the recorded sites is highly variable, and some of the sites have not been thoroughly analyzed. It Is reasonable to assume that there are undiscovered archaeologic resources In the Planning Area. The future discovery of an archaeologlc materials In the East County has the potential to fill In some of the gaps In our knowledge of Native Americans. Historic Resources The Preliminary Historic Resources Inventory (1976), prepared by Contra Costa County, Identif les 21,historical sites In East Contra Costa County. The majority of these sites are considered to be structures of historic significance; the remainder are classified as sites of historic events. The Most renowned historic site In the Planning Area Is the Sohn Marsh Home,located-on Marsh Creek Road approximately Us miles southwest of Brentwood. `The home was completed In 1836 and It is listed In the National Register of Historic Places. 13. Enera Conservation' • On the national level, the residentlal sector accounts for,20 percent of annual energy consumption In the.U. S: Space Conditlorilft is the major component of 'residential energy. ,consumption,` rring a substantial portion of.the available 'energy,resources, devoted to residential use (approximately 31 percent). As 'the, United;States strives for energy independence, residential space conditioning, Is an Important candidate for conservation measures. Three basic factors are important In the determination of .energy requirements for.space conditioning,in re=ldential building's.,',:These Include location, the type of housing and the,constructlon,standards being followed. Because there are several different climate types in the-county, energy needs for,space conditioning vary considerably,with location. Heating and cooling loads can to expressed as Yearly degree day loads. For this purposes �63 degrees Nrenhelt is acce�ted-`as the outdoor temperature at which no heating or cooling,is required In buildings. When the temperature Is 63 degrees outdoors;It Is usually comfortable Inside, with no space conditioning required. When the temperature Is below 63 degrees, the number of degrees difference between the average temperature and 63 degrees Is the heating degree day load. + r E } r' rt (. •-•t.o.4f- advances in technology and as higher standards are imposed on the Industry. Consequently, the County Noise Element projects that 1990 noise levels along each of the previously mentioned noise corridors will be slightly lower than present noise levels. 14. Historical and Archaeological Aspects Native American Groups The East County area Is located very near the tribal or dialect boundaries of at least five separate California Indian groups, Including Karkins, Saklan (Bay Mlwok), Plains Mlwok, Northern Yokuts and Southern Wlntun. Sources of Information on these groups Is based largely on mission records, explorers' diaries and early maps. Within the Planning Area Itself, the history of the Native Americans Is not well documented as few artifacts have been collected and written records are sketchy and Incomplete. The available Informa- tion does Indicate that the Saclan ranged through the central and east County area, spoke Mlwok and manufactured portable mortar and pestles for trade. They were defeated by the Spansih in 1797 and again In 1500. The Karkin lived on both sides of Carquinez Strait and are known to have extended at least as far upriver as Suisun Bay. They spoke Costanoan and controlled east-westriver traffic and north-south obsidian trade. The tole balsa canoe was used by Bay Area Indian tribes which were oriented toward the river. All'of the i Indian groups In the County were dependent'upon gathering wild F'ants(Including oak acorns), fishing and hunting for food. Apparent- ly, they lived In small villages or hamlets which served as ancestral homes. However the people of the village would move from place to place as the seasons O.e. availability of food and water) dictated. Each tribe had Its own dialect or variations of a dialect, and did not associate with other tribes. Archaeoloxlc SItes There are 25 recorded archaeological sites within the Planning Area. Most of these sites are located In the Delta lowlands, several of which are In the"Bethel and Hotchkiss Tracts areas. Because the Delta was a frequently flooded rule swamp In the period Immediately preceding the Spanish conquest,,the higher sand mounds were used as habitation and burial sites by the Indians. Large numbers of burial sites, including those ,on Bethel Island, do not seem to relate to the late prehistoric occupation of the area. It Is concluded by Cook and Elasasser(1956)* that many of the sand mound burials may be 1,300 to 3,300 years old. *Cook, S. F. and A. B. Elasamer - Burials In Sand Mounds of the Delta.Region of the Sacramento-San Joaquin River System. University of California Archhaaeoio¢Ical Survey Reports, No. 37: 1-24. Berkeley, CaM-ornia. k :fl , r �3�.+a-'..[F. :e ��;�•a�' .. a "�*Q -,v. __+?,<�:8 .�,+ .xst +:l�.tF.c!. .R..t1Y, 4 . TABLE 9 BAY AREA AIR POLLUTION CONTROL DISTRICT EPISODE STAGE CRITERIA Oxidant Carbon Monoxide Sulfur Dioxide Averaging Time 1 Hour 1 Hour 12 Hours 1 Hour 24 Hours Smog Advisory Alert 0.20 ppm 40 ppm 20 ppm 0.3 ppm 0.2 ppm Warning 0.33 ppm 73 ppm 33 ppm 1.0 ppm 0.7 ppm Emergency 0.30 ppm* 100 ppm* 30 ppm 2.0 ppm 0.9 ppm *And predicted to persist for one additional hour. • SOURCE: Air Curren August, 1973, Bay Area Air Pollution Control District. • 01633 h9\ d There are no air quality monitoring stations in the Planning Area. The nearest Bay Area Air Pollution Control District (BAAPCD) monitoring station is located in Pittsburg. According to Mr. Ted McHugh of the SAAPCD, air quality information from the Pittsburg monitoring station Is applicable to the Planning Area. However, because of the concentration of heavy industry intervening area between the Pittsburg station and the Planning Area, and the prevailing westerly winds, the district believes that air quality In at least the northern portion of the Planning Area may be worse than the readings at Pittsburg would indicate. To serve as an example of air quality In the Planning Area, oxidant levels at the Pittsburg station reached a maximum of .13 ppm (parts per million) In 1974. On thirty days during the summer months of 1974 (May through September) oxidant levels exceeded the Federal oxidant standard of .09 ppm. On twenty one days In 1974 oxidant levels exceeded.1 ppm. (An oxidant level of .1 ppm Is considered the eye Irritation threshold; the SAAPCD episode stage criteria are summarized In Table 9). Another contaminant which Is monitored by BAAPCt�Is suspended particulate matter. The district standard of 100 u g/m (micrograms per cubic meter) for 24 hours was exceeded on 3 percent of the observed days at the Pittsburg station luring 1974. On the average, i, the Pittsburg station recorded 30 p g/m for 24 hours. During 1973 air quality at the Pittsburg monitoring station was Improved for essentially all contaminants over the preceeding year. To some extent this Improvement may be a result of emission reduction and District regulations. However the sharpness of decrease Indicates a heavy meterological factor. in summary, the SAAPCD states that at issue Is not maintenance of applicable air quality standards but the attainment of the standards. It Is largely on this rationale that the District has denied the applications of ARCO Polymers, Inc., and Dow for major Industrial facilities in Solano County. Air quality In the Planning Area is not good and may be deteriorating. To a considerable extent, the sources of contaminants are located outside of the Planning Area. 13. Noise(Contra Costa County Noise Element, August 1973) The County Noise Element Identifies Highway 4, Ione Tree Way and the Byron Highway (south of Highway 4) as the only significant noise sources In the East County Planning Area. The 1975 Noise Contour map series Indicates that property fronting on each of these roads Is t Impacted by noise levels exceeding 60 dB on the Community Noise Equivalency Level (CNEL) scale, The state Identifies 60 dB as a threshold value, above which special design features are warranted to protect occupants of certain types of structures from exterior sources of noise. Acoustical engineers anticipate that noise levels 1 gerwated by vehicles will actually decrease In the future with 45 " + 44 f reflected in its high levels of overcrowding, inadequate plumbing facilities, and renter "overpayment" (an Indication that housing demand far exceeds the supply). In 1475, the Planning Area population of 13,200 was housed In 5,900 dwelling units with an average household size of 237 persons. Approximately 76% of the dwellings were single family units, 10.8% were multiples, and the remaining 13.3% were mobile homes and group quarters. The level of homeownership was 65%, somewhat below the countywide average of 70%. Housing age data tabulated by the 1970 Census reveal a high proportion of the area's housing Is relatively old. In 1970, 64.4% of the area's dwellings were more than 20 years old and 33.9% were more than 30 years old. Both home values and rents are considerably lower In East County than In the remainder of the County. In 1970, median home value in East County was 21% lower than the Countywide median, and median rents were 43%lower. As would be expected In an area with a relatively low median Income- and an aging housing :tock, East County has significant need Sor Improved housing quality. This need Is primarily concentrated among the area's low and moderate Income residents. In 1970, 11.1% of the area's housing was lacking some or all plumbing facilities= the Countywide figure was 3.4%. In addition, the Planning Area's level of overcrowding (defined as 1.01 or more persons per room) was 11.6%, more than twice the Countywlde f Igure of 3.3%. 12. Air Quality(Physical Resources Report,p. 43-64) The DuPont plant is the only slgnlficant stationary source of air pollution in the Planning Area. Nevertheless, air quality` In the Planning Area Is not considered good. To some extent, air quality In the Planning Area !s adversely affected by locally-generated traffic and agricultural operations. However,-more- significant is the Importation of, contaminants by the predominantly westerly winds blowing thresu�h Carquinez Strait. Therefore, the East County !s exposed to 2 utants produced by the PIttsburg-Antloch Industrial complex as well as pollutants which characterize the San Francisco air basin as a whole. Additionally, oxidant-rich. ilr from the Livermore Valley has a pronounced adverse affect on air quality In the southern portion of the Planning Area. Air quality is most severely affected by high oxidant-concentrations and other contaminants when the strong stability of air masses and high temperatures combine to trigger an Inversion. The ability of meterological conditions to effect sharp changes In air quality, by as much as ten-fold frDm day to day,can be seen In the data gathered by the BAAPCO monitoring stations over the past decade (see the monthly publication of the BAAPCD entitled "Contaminant and Weather Summary"), 42 � t Al ,Lz `= `."., Z. f Agricultural Development The economy of eastern Contra Costa County is based primarily on agricultural and related Industries. According to 1970 figures the East County area contains approximately 40 percent of the county's ■ agricultural land and produced a gross income of $22.4 million, 73 percent of the county's agricultural total. As a whole, the acreage In agricultural production In Contra Costa County declined during the 1960.70 period, dropping from 299,934 acres In 1960 to 244,703 acres In 1970. Figures for 1973 Indicate that the trend Is continuing, with lands In agricultural production amounting to less than 230,000 acres. As might be expected, the decline Is also evident In the East County. For example, vegetable acreage declined 34 percent from 13,376 acres In 1960 to 7,138 acres In 1970. Fruit and nut crop acreage in the East County area declined about 33 percent over the same period of time. There are a number of factors which discourage the retention of commercial agriculture In the Planning Area. These Include: 1. Labor costs are generally higher than In other areas of California and the United States. This is partially due to the availability of Industrial)obs and a higher pay scale. 2. Land values are higher resulting In higher taxes. 1 3. Water costs are higher than average. s 4. Farming small parcels results In higher per acre operating costs. ry As a result of these factors, there has been Incentive to convert agricultural land Into ranchettes .through a succession of minor subdivislons until the minimum parcel size allowed-under the A-2 zoning is achieved. The result has been,a hodge-podge of scatter, unplanned development. Moreover, through use of the minor subdivision process the subdivider. avoids the requirements for development plans and Improvements which are routinely Imposed on major subdivisions. This often results In Inadequate public facilities, The Intrusion of residential development Into an agricultural area further challenges the "survival" of the remaining commercial agricultural parcels In the area, accelerating the breakdown of parcel size, Hous Housing in East County is characterized by.&high proportion of single family dwellings and mobile homes, a:-relatively low level,of home i ownership, and a housing supply which is both,older and tela expensive . than the County average. In addltlon, with respect to the rest of the County, East County is an area of significant housing need as .. _ s.x..Z- -'•'ae'1 r ,..i..`t Ej s d ..., 'v..t:.{. f r".az k" :' '�s ,,y,_ ..eL. 'aN"`e' + s'°"`.sz L„ 3.,x}d .. � .. _ .- ... _ , da ,L x, f-f,..,.,3;. tr` '�:,.aas� ��3•"^� t' ��k'?'F�4ra�"i,. `.� ' fir W. 6A The population growth In East County Is attributable to both natural Increase (i.e. a surplus of births over deaths) and net In-migration (The difference between the number of people moving Into an area over the number of people leaving it). Available data Indicates that during the period 1960 to 1970, 39 percent of the area's population Increase was due to net in-migration, which means that the remaining 61 percent Is directly attributable to natural increase. The main population movements affecting the East County appear to be a substantial outward migration of young adults and a lesser Inward migration of middle-aged persons. Population Prolectlons and Holding Capacity It is difficult to make a precise estimate of the population holding t capacity of the East County under the policies of the proposed East County Area Plan. However, It is apparent that the population holding capacity is greatly expanded over that allowed under the 1963 General Plan. The 1990 population of the Planning Area Is'not expected to exceed 23,000 persons. This appears to be less than 30 percent of the r • population holding capacity of the East County Planning Area, . t Income Characteristics Historically, Income of Planning Area residents, both families and Individuals, were consistently°lower than the county median Income for these groups. The lower median Income for area residents may be a reflection of the historically lower Incomes of rural populations engaged In agriculture. 'Hlgh Incomes are 'usually associated with 4 urban employment, and while many East County residents may work In the more urbanized parts of, the countyi'few commute'to highly paid jobs outside the county. For example,:40 to 49'percent of the Pleasant Hill area work force commutes to jobs outside the county, while only 11 percent of the Planning Area's wgrk`force.commutes to Jobs outside the county. The county median 1318.9 percent:` ' f Like many semi-rural areas, the Planning Area has experienced an out-m ation of •: i�r young adults who leave to seek employment and education opportunities elsewhere. In part, this migration results In a Ion to local median family, and Individual Incomes since many of ' these persons are In thele prime working years and would be-earning Incomes high enough to help raise the area's Incomes it they remained and could.find equivalent. employment locally. The-area has also ,experienced anin-migration of retired persons, a dally,: in the 6ethel Island area,which,reported the lowest median family..Income. Many of these p ople have comparatively, low retirement:-Incomes, which tends to lower median Income and maintain the Planning Area below,the-cou4tywlde rate.. �S�',L�"� �st,s..-...w• us ��+'��".a t�y��5 i ��t '� t'� a.� + ..'`G.t '�yz j 'l,E a..,+�� ;r.L�.it`{ ��° Y �M. 'c,�} .Rw �I • Recreation The East County Area Plan Indicates that a major objective of the plan is the preservation of the natural recreational resources. Recreational areas Identified In the plan Include the followings 1. Frank's Tract State Park Recreation Areas The Plan reflects the state program of park land development. 2. Clifton Court Forebays The Plan supports further development of a wider variety of recreation facilities. 3. Wildlife and Scenic Areas: The Plan.rdflects the state's Delta Master Recreation Plan. Big Break and Old River islands are identified as areas which should be preserved and receive special management. The Plan also recommends that neighborhood and community parks be provided within the planned and recreational communities. The John Marsh Home and surrounding area is Identified as a potential park facility, and Byron Hot Springs Is Identified as an area suitable for private recreational development. • water Areas Much of the Planning Area Is part of the Sacramento-San Joaquin River Delta, an area laced with a variety of waterways, Including sloughs, rivers and lakes. The waterways open for public use and not In private ownership are considered permanent open space. In recognition of the ecological value of Big Break, the State Division of Fish and Games has proposed making . Big Break a wildlife management area. Additionally, East Bay Regional Park District has expressed Interest In Big Break as a regional shoreline park. 11. Socioeconomic Considerations ,(Population Characteristics Back- ground eport, 41 p. Population Characteristics The Planning Area covers a total of 183.68 square miles and had a 1973 `population density of 82 persons per square mile. The low population density, combined with a consistent but gradual population C characterize the generally rural-suburban nature of the area. The population Is largely concentrated In sm' all communities (Brent- wood, Byron, Bethel' Island, Oakley'and .Knightsen) primarily oriented to Highway A. The 1970 Census.Indicated a population of approxi- mately 13,889 In the Planning Mea.°&entwood,°the largest and only Incorporat0d community 16 the,Planning Area; had a 1970 population of 2,649 persons. The 1973 population'of the' Planning'Ares was r 13,228. Q ' 39 C7r TABLE t aM4 EY}O�A.N�GEItea ANO/tM UNIf}UL r"Ltrt Atf0♦LANTk GlS7 CSl4 YTY �L.. GrWis tea and Alm a++ci �tMu I 1.'Th"tad OAr Racarnw.ndM teal rr,M Y CaMeh May JtpOry te'ab.Ydi ohmst?M• ta.irfa watts/aM Cen#M YtlI 4e Menke a""polo'Orty tyttt. IY Nay Ift11 N()114 t to fttrtry belt.. R'Hd'^B to B.tantata rot cNMctN f."it" t�A'�,,..��,�,,,o,m�o�to�W�ch OroNtW Ii�MY tRld YNyf Came) ow .ern ftNtf M bft Dt,SWttt WO-4-4 aMfrMt N aro a wm ow tflt1/tali.SUMMA abere. t'f fNaHrH N Cdn#ar YJ/tt r.^Aq Md/ off""d"$4"end bled., vN�?OWL se»i N Delta.Steri. Li+e�'dl G..fall trim B WpH wfnm o.1t efts frame" 9zi�....ti4ee O/turt thwmUw+ai tower Ynmtn Me sUn ksca taddMS 4nf phdt��Y/4 tat Md%MtnatMt$.w*,tst0ea LMM tea CIPA rjl as trrttl+tf.Rad r.r aaaanrn N to"Wh#w Oat r lt,rA Cattw GIt Cwwry tu/aMt. H Wtare ear Wary der (tat ow Owl MtNdtt,hrttrtanr W CM#M Yu � Resew"rlLt" 1•mokoa Wear Ott tilts B GaatN tartar jure►ate GR10Ni Haar nwinsafts too".trt aMLtt board t. tt Room t vNltr t La Mer emw M Dolls MM/tp am WA 4A aWt.al tawft toils t wwaaruOKWO.*r�m vyts taut wwwwa N+ru/at rrudn do back at Ott Cwetty, L,tiiwtrw*i1rMt Logy/MUwo 111Nn Wvta�w,nyi scalm"Ra•fleft « �aawrr rjv"tt� fatNdaford.*#, hard iww*JAW aMt. CaitMlMa, som J' aw�traat aiKl+eso�i'Wile rt rrSodr a•�wt11 Mbuid N f+ra.Irara, AtesawdM wtaM4[�__— la!"W"MnvW with bwckl f,ttataw10 awe Juts utafaNfmK j■NI MM am Ha ��Mwieaa "gees�Nta fat 4$mead. 01 da"0-M.km UA MAW4 o w ut�t amwLgftmiin ftm N iia o WOL t'aea1M etrrataa. W y da+li ltriraWrtMent 0►M nMAMYN.taw ux aa'bK tttatp M tneN of Maar Matte,tants MIM sats �rd'atttltUtt Uri aM JMtaI{. i V MWN"Way OgtaW atMcow raJaMt'NMaa NeMq to am SoLullaci ~CKI1etYa(R1ClY +e•trey Bert taao•#gea nwfhdt Mt�N�yr�y�vallars"it 414OML/YM WAW BtN1. VAWQ 010111006 LKaIN aptawL Law.was.rMegn,aw COM,$toad w aM b1atY M baamrh OK new,►Arty ►anl an ttte CMorW Uri 1edBtaea N um W4 a L Mawr tataty aaetrfeat rdMMt LiB aq Ya► rt^rf+Mrt[{,RMt MNrt M U.S. yM 1w�r� 1ataCM ONO ww'k twi t pbaowvu Mil.t}ya teat i Law*&*"B► 4a below wanN.40M At"bwoo"dod Who MWAQ rets~mum baa n0114"N Uri V4 C44"for4oftt o"MIr1. _ Mesa. a' Ihrw' Laagy ttr,t/wl. ' 1bWarta v4"too", NMi rYa'NbR M 7rtt ntaaiara W WaM1 MM taBtrtaa, Mtrtplarat Nue M antral eats Uwe Maur "vom GMihenta Mott ab", Jatwna UMaatllayt"s,Mitt in Dot4 ��aoa+ta rrRwra,taaloa tANK K1of4a R ,aiQ104 ww.N wiam%m%A.'y. tIlrwallat" +Mr t;na,aa,My ud.and tut tapes - tib"".4=—',% �7 M h W a�ata at We Ctrnry, t,�Mown nwet tW i"b'MrM rC t• iMMsa patw,t 1lMnIN.'rN;a Mea.as Cr�Tlrmr�yyrV'aMNR Wh J1 L CaRanrtrM -77 f RgMr1 Mart IM ort W YR Dotata, tM�7^t �r`t141aarHi ta q�ft laattaPd,astaliJ� r Tlatrellra/rail 41064 You" 11wart latae h •. �4 bow xow L Cis"POPow%CMY rmwretaa lJWJ State taaatdaaw„1M MadretY tafa,�tUGr� tr+adteM x.171 aarYt teat Mea at MR Otaala. � OraMea4 aNlede taty ttla,catttwe ikwM1 10E0� dt a'ftie at . .. bets N lerti tSAatty, a.Oi1aM i aiiaaetM4 Ran ear!tCWA MM�y wWoo hum. Lowes waMto BIW San Jgttrt haat IINMa at kooft4m oorw. IifKliL" .0- NNae trove pants 24wra ants CtMtitda w�ta geaaartt,wetlt 7M•d•, •r d C�1Jan+a NapAf hat stesrt aNlttypan Lrtae teartMa Cda Cw Carni ttaaery{ttgrrrtartR �.iiaze � �,.�I st�,� -a,c•'�v�'��,:=�i,.,;�t�r� yr 'tit �,f> �.`�;.*.'�''^ �,, • �� „t t 4 a Zt " � '�r ��.+ 't , -,*-.. ., m?-��pia�'� � x^ !cwt•-w"�.�'a��, *�,?1k`h;t<* t a�Wr?' Y.s._,- g� 'turd* ",�qa''•�y:Yk',�,t`t'� "i.�` "`A y , War OBLE 7 VEGETATION TYPES EAST COUNTY AREA Type Occurrence Characteristic-Species Freshwater Marsh Localized areas within Delta Common tole (Scar us acutus) waterways, including small California bulrush(S. californicus) overflow Islands In the channel of Cattail (Typha *.pp.) Old River and some Delta sloughs. Sedge (Carex spp.) Open Grassland Occurs largely In the rolling hills Fescue (Festuca spp.) (Annual grasses and herbs, that comprise the western and Brome ( rl�omus spp.) both native and intro- southwestern portions of the Plan- Wild oats vena spp.) duced) ning Area. Clover,(Trrlol um spp.) Lupine __p_nnus spp.) Bird's foot trefoil (Lotus sub innatus) Filaree (Erodlum spp. Mustard ass ca spp.) Blue-dicks o Mea ulchella • Mariposa-lily a oc ortua venustalr Blue Oak Woodland Localized areas within the Blue oak (Quercus Dou lasil) open grassland vegetative Interior live oak(0. Wis zenii) type. Valley oak (Q. lobata grassy understory Disturbed Riparian Localized areas along banks of Arroyo willow(Salix laslole Is) Altered and diminished Old River and other Delta Red tree willow aev gata from historical riparian Waterways. Also Includes Sycamore(Platanus racemosa) due to extensive recta- localized areas along peri- Fremont cottonwo u us Fremontli) rhation In the Delta and phery of lakes and ponded Box elder(Acer nestunao, flood control projects areas within Delta Islands. along stream channels) Agricultural and Occurs In the-central,eastern Field crops(i.e. barley, corn Urban northeastern portion of Planning sugar beets),vegetable and (Areas used for dry Area, Including Delta tracts seed crops(i.e. asparagus, farming, Irrigated and Brentwwd Plain. Also cabbage,tomatoes), fruit fields, orchards,vine- Includes the floor of upland and nut crops(I.e. almonds, yards, disturbed ground; valleys on western and southwest cherries,grapes), nursery pro- urban growth areas) portion of Planning Area: ducts, livestock and poultry, and diverse urban species. 37 ' { 4 1k ail, C+vok NORTH 1" = 16,000' , h Isom / f • 1,f f • f 1 1 r '.,fry - lt4tN0 CL Tt/t MOI0104 OMO OOMiMIt • - ..: _. Mlw"peso wwn,w.' �y - t tRtIMKO al O�W .. V . • lft•rlt• 1 C•ywlt CMYM�K WAS i VEGETATION ¢ . 6.2 t4a ss ' 3 s t &tib 3a sem$. Natural Area Outstanding Features riparian woodland habitats on borders, 1� Delta aquatic habitat within. Good spawning area for fish (striped bass, largemouth bass, white catfish, others). Possible habitat for rare giant garter snake. Mink, and beaver are known to occur in area. Byron Hot Springs Alkimineralm springs. salt munique arsh � s snail (Helm intho 1 pta contracostae) inhabits the areas Theessite o an old resort-spa, now In disrepair. A recently created shallow lake has enhanced the habitat for wildlife. The grassland hills to the west support the rano and endangered San Joaquin kit fox. The state's Delta Master Recreation Plan has Identified big Break and Old River islands as "wildlife and scenic areas" which should be preserved and/or managed In the public Interest. Big Break is a flooded, formerly levee-encircled delta Island which is an aquatic habitat for wildlife and fish. It Is bounded to the south by a marsh. The Old River Islands are small overflow islands In the channel of Old River which are partially a freshwater mush wildlife habitat and • partially a riparian woodland wildlife habitat. t 9. W ll_df Ire The natural vegetation and dry farmed Stain areas In the western and southwestern portion of the Planning Area are extremely flammable during the late summer and, fall. Wildfire is a serious-hazard, particularly to large lot homesites with extensive areas of unlrrigated vegetationaround them. The County Safety Element discourages development of areas Identified by,the criteria of the State Division of Forestry as having an Extreme Fire Hazard (see Contra Costa County Safety Element,p. 33-30. Once i nited A unique' hazard to the Delta lowlands Is peat fire. g r peat soils may smolder for weeks or months and are extremely diffs ble to the public, but thto eitiirescan endanger li3 the smoke public Improvements and private .�� public, property. 10. Open Space 'Excluding agriculture, the East County Area General Plan Identifies the following two categories of Open Space: (1) Recreation, and (2) water ,+Deas. . To� hec these„x este; rles.;,contan .approximately, • "15,737 acres of Ian etand water area (see East County Area General • Plan, p. 37.) This representsapproximately13% of the Planning Area. 01624 ta ? 's L`i:cy yam, X ,{„ s, _ f,.f;,a x -:s ir. ".%" •x1 ® 3. In the East Contra Costa Irrigation District economic factors have caused many farmers to convert orchards to row crops. Since row crops require six times as much water as orchards, the demand for Irrigation water has rapidly escalated in recent years. During the warm, dry summer growing season, all available canal water is being used for irrigation. The quality and quantity of Irrigation water are factors which must be resolved If commercial agriculture is to remain dominant In the East County Planning Area. S. Vegetation and Wildlife (Physical Resources Report p. 79-91) The Brentwood'plain and Delta lowland areas of the East County are Intensively farmed with row crops, field crops and orchards. The smaller interior valleys In the western portion of the Planning Area lack a dependable water supply and are used for dry farmed grain and range. There are very few areas where remnants of the native vegetation exist. These Include portions of the rugged, uplands In the western part of the Planning Area. These hills contain stands of blue oak woodland vegetation within areas generally covered by Y annual grasses. Old River and Dela sloughs contain localized natural areas • which contain Freshwater Marsh vegetation, commonly associated • with a disturbed riparian vegetation. The distribution of the various vegetation types In the East County is shown in Map a. The occurrence and characteristic species of each vegetation type Is summarized In Table 7. There are several rare, endangered or locally depleted species of t plants and animals which are either known or believed to occur In the Planning Area. These animals and plants are listed In Table a, along with a summary of available Information on their status, characteris- tics,and habitat. The following is a list of sites within the Planning Area which are pprroposed by the California Natural Areas Coordinating Council tCNACC) for Inclusion with.the Governor's report on California areas of Environmental Concern (proposed for completion In December, 1976). Proposed Natural Areas(CNACC) Natural Outstanding Features Frank's Tract A flooded, formerly levee-encircled Delta Island. Freshwater marsh and 34 01.623 ' xw rL Ar F� f r a - M1_ l°f The TDS and chloride concentrations are considerably higher in the adjoining sloughs than in the domestic water wells summarized in Table 6. The higher salinity in the tidal waters can be expected to slowly deteriorate the quality of Bethel Island groundwater. It should be recognized that ground water quality on Bethel Island should not be as representative of ground water supplies throughout the Planning Area without a more detailed analysis. It can be stated, however, that water wells for Discovery Bay exceeded the U. S. P. H. S. standards for iron (total), total dissolved solids (TDS), manganese and boron. The similarities between Bethel Island ground water supplies and Discovery Bay ground water supplies suggests that the relatively high concentration of iron, TDS, manganese and boron may be a basin-wide rather than a localized problem. Existing surface water quality is subject to seasonal fluctuations. Winter floods carry heavy sediment load, Increased nitrate fertilizer residue, pesticides and other synthetic chemicals, which are gener- ated with the runoff from agricultural lands. Irrigation return water, recreational wastes by boats and people, and chloride concentration Increased by salinity encroachment"from the Bay may be the main pollutants during summers. Since the construction of ShastaDam in 1944, maximum salinity intruslon'has been limited to about 1,000 puts per million. (ppm) of'chlorldes'at jersey Point above Antloch'by •controlled releases. Bethel' island' Is''close to' this limit but Is nevertheless susceptible to salt waterIntrusion.' Specifically, 3ersey Point Is the main'channel of the San Joaquin River. 'Increasing the release of water from Lake Shasta serves to flush the Delta, and prevent salt water intrusion. However, this`flushing'action Is less effective In protecting the slow moving waters of sloughs,,such as Dutch Slough►from salt water,Intruslon Salt water Intrusion, when It occurs, carries the danger of salt concentration In soils and contamination of ground water supplies. The combination of the above factors suggest that there may be a need for an alternate domestic water supply In the next few decades. Certainly Its present quality Is not g and indications are that It will worsen In the future. Suburban growth In the.East'Coul should be planned on the basls'that treated water suitable for domestic use a shall become a required public facility. f With regard to agriculture, there are three major points that should be made: 1. The salinity of Delta waters must be reduced If agriculture Is to remain viable In the East County Planning Area. Orchards and row crops cannot tolerate high chloride content waters. 2. The ground water quality In East County Is rich in boron and • other dissolved solids. Consequently It Is not suitable for Irrigation of most agricultural crops. s. ( t, . s� x, .n" y:y �•1�'ti' '+'tiR } 4 ' 's Mkav;t,?_,ccs{s. .''`� _..,'+ " ...{....,. .. 61, ..iV� A TABLE 6 ANALYSES OF SELECTED DOMESTIC WELL SUPPLIES BETHEL ISLAND AREA Service Area USPHS permissible Beacon West Willow Park Pleasant Times criteria Constituent Subdivision Marina Water System mg/1 H 8.1 7.9 7.8 6.0-8.3 Alkalinity as CaCO3 218.3 274.0 263.0 30.0-300.0 Aluminum 0.3 - Boron 0.023 2.29a - 1.0 Calcium 122.9 36.6 93 0a Chloride 74.8 171.0 292.0 230.0 .03 Chromium 0.3 0.014 1.0 Copper 0.03 0.002 Fluoride 0.4 0.3 0.10 0.8-1.7 Iron 0.1 0.069 2.42(tot-a 0.3 Magnesium 48.8a 21 4 30.9a Manganese 0.16 0..061 0.40 0.03 Silica 33.6 - Sodium 90.0 °201.0 132.0 Sulfate 103.3• 103.0 42.3 230.0 d Total dissolve ; � 'SOO Total .Oa'b 960.Oarc � 500.0 • Solids 882.0 hardness as a300.0.500.0 • t CaCO 508.1 181.0 446.0 r Zinc 3 0.1 - 3.0 Nitrate plus Nitrite 0.508 0.40(NO' N) 10.0 (as N) as Nitrogen 7.0 - 3 73.0 Color - Odor (Threshold - Odor Number) 2.0 Temperature 13 -dog• C _ Turbidity, JTU - 0.7 Arsenic - 0.012 - 0.03 Foaming Agents - 0.008 Potassium - _ 6.6 , Phosphorus 0.041 _ aValues exceeding the USPHS permissible criteria. b640 x E. C. x 103 = MS, PPm� cTotal Solids, dwell located at north end of Bethel Island Road. eWel1 located on Sand Mound .Boulevard near'Wlllow Paf* Marina. , fWell located new the Intersection of Stone'and Gateway Roads. • • SOURCE: Project repot for construction of water pollution control facilities �!; 11;4,-75 for the Contra Cats County-Sanitation District :Number 13 Y-T-O.and Assoclsta, En�lneering' Consultants). cc�) r 1 + i r __ :" >; '-may"�,•` 'y ��i`^r,.4 }i;+ ., � t s' j,, a, c .Sk,�'* is ,,i -`•'ia ° :k of Delta levees are non-project levees. In other words these are non- engineered structures which do not meet the present design standards of the Contra Costa County Flood Control District or the Army Corps of Engineers. Major efforts at Improving the structural cross- sections of levees will be delayed until such time that the Corps, together with the State Department of Water Resources, develop a construction program for levee stability Improvement. As previously mentioned, levee Improvement Is Important because the majority of levee failures are due to piping and seepage through the levee cross- section rather than overtopping of the levee crown. Water Qualltyt Ground water quality In the East County Planning Area is suspect. For example,Table 6 shows the results of analysis of three separate water supplies on Bethel island, along with the corresponding U. S. Public Health Service(U. S. P. H. S.) permissible criteria. The manganese concentration In each of.the three well supplies referenced exceeds the U.:S. P. H. S. criteria. The drinking water standards recommended that the total zdlssolved solids (TDS) not exceed 500 milligrams per liter where other more suitable supplies are available. As noted In Table 6, the MS of all three supplies exceeds 800 milligrams per liter. This may .be characteristic of all ground water supplies In the area. High TDS levels are objectionable because of. physiological, effect, minecal, taste, and/or economic effect because of deposits accumulating In appliances. Moderately hard water can be defined as having a hardness between 60 and 120 milligrams per liter as CaCO (calcium carbonate). The water supply for Bethel Island Indicatel a hardness ranging from about 200 to 300 mg/l. , A hardness of more than 300 to 500 milligrams per liter CaCO Is excessive for a public water, supply. The excessive hardness a cause excess soap consumption and objectionable scale In heating vessels and pipes. The boron concentration In thi VIllow Park Marina supply Is gteater . than twice the permissible level established by the U. S. P..H. S. However, this single sample should not betaken as representative all the ground water supplies within the Planning Area without further quality analysis. The Ingestion of large amounts of boron can affect the central nervous system. The total Iron concentration In the Pleasant,.Tlmes Water`System on Bethel Island Is 2.42 milligrams per liter. This exceeds U. S. P. H. S. permissible criteria. Both Iron and manganese are highly objection- able for either domestic or Industrial use.z1he domestic user objects to the brownlsh;color which Iron Imparts to laundered goods as well as Its effects on'the taste of beverages. In. addition', high`Iron concentrations and,chlorine can:create a,cloudsolution objection- able to the consumer. �� 6�N "''' the public In such areas, and many lenders require flood Insurance. The Water Resources Division of the U. S. Geological Survey has prepared a map of the San Francisco Bay Region which Identifes areas that may be Inundated by the 100-year flood (Limerinos, Lee and Lugo, 1973). These areas are referred to as "flood prone" by the U. S. Geological Survey Map. The U. S. Geological Survey map Indicates that the Delta islands and the Delta lowlands(area below an elevation of approximately 10 feet)are flood prone(see Map 7). Reclamation District 300 has submitted data Indicating that the elevation of the Byron Tract levee has been raised to provide protection from the 100-year flood. This data`has been reviewed by the Michael Baker Company (HUD consultant).,_In the opinion-of the Michael Baker Company, the data containedin the report was Inconclusive and they have requested a more sophisticated analysis. Flood Hazard In the Delta } According to the Corps of Engineers,the highest recorded flood level in the Delta lowlands of Contra Costa CountyJs:63 feet above mean tea level. Ground elevations -on°the'°Delta"Idands range from approximately 10 f ot';below mean sea level (16 the,,-Interioraof some Islands) to more than;10 feet above sea level�(on.,the crest of some levees). A long history~of flooding exists In theDelta Islam. Studies by the California Department of eater Resources Indicates that Bethel bland is "Jact to.floodingwI,to.2.times per 100 years (see report entitled "Delta_Levees,--What Is`Their Future; C. 0. W. R., 1973). As previously noted,,the Delta.lilands are also within the 100- year flood plain Identif led,by Limerinos, Lee and x Lugo In "Flood Prone Area..'In the San Francisco Bay Region, Water Resources InvestigationF 37-73, U. S,..G:'S., 1973." The Safety Element of the County General Plan also Identifies Delta Islands as an area which is inject to flooding. According to a 1976 survey,,conducted by the County Public Works Department, most"of the Bethel bland levee system possesses a crestal elevation of at least 9l+feet. However, there are reaches of levee on the bland which possess crestal elevations less than 9.5 feet. The Army Corps has recommended that the minimum height for the levees surrounding Bethel Island be 9:2 feet (mean sea level datum). This height would be sufficient to protect against the 100 year flood stage with two feet.of freeboard. As further urban development occurs on Bethel bland, the Corps has recommended a minimum levee height of. 10.3 feet,, These differences:In-Ievee height,standards reflect the varying degrees of risk posed to agricultural and urbanized ' islands, respectively.- It is important to recognize that,historically the flooding of Delta Islands has resulted from levee faliyre rather than owrtopptng'of'tho`I*vee cfow6. Tlierelfoce,`eleva#ing'the crown of a levee to a specified height(e.g.to the elevation standards of the Corps of Engineers} !s.no:guaranteethat rtM :aria :protected by a cular levee Is no longer subject to tr►t"tWn. .The vast majority �44 i"rte . �iy S 5�y � A. North �o► CAIN � 1" • 16,000' So Flood Hazard Area Flood Prode Area .RM�g11M t ti �119NTwwo i Flood Hazard Area Sources: ' Flood Hazard Area: Flood Hazard Boundary Maps promulgated by HUD (November-1974) ` Flood Prone Area: U.S.G.S. Interpretive Report 4, SFBRERPS ANO FLOOD,HAZARD .FLOOD.PRONE MAP � 1 MAPM7 r ii i Creek, convey surface waters easterly until they Intersect the main channel of Marsh Creek. Ultimately surface waters In the watershed are discharged Into Dutch Slough, Immediately east of Big Break. The Kellogg Creek watershed drains the eastern flank of the Diablo Range, south of the Marsh Creek watershed. The primary water- courses within the watershed run In a east-northeasterly direction. All natural, seasonal and Irrigation waste runoff water collected within this watershed eventually drain Into the San Joaquin River by way of Old River or one of the numerous Delta Sloughs. The main channel of Kellogg Creek discharges Into Indian Slough. In their upper reaches creek channels In the Bast County are characterized by relatively high gradients and the valleys are narrow and V-shaped. In their lower reaches the creeks are confined to channels which are only a few feet lower than the surrounding plain. Natural levees may be present adjacent to creek banks and gradients are low. Under a wide range of conditlons.the channels are able to convey surface waters to the San Joaquin River Fwlthout floodingg, However, most natural creeks possess segments where the channel is narrow and/or shallow,-=,v;d In the Delta lowlands' drainage Is Inadequate. Such segments are subject to flooding In the event of a severe storm. Flood Hazard Maps andFri ams =k There are two sources of Informatlori on ireas which may be subject to Inundation. One map series,Is titled "Flood Hazard Boundary Maps". These maps have been promul �tted,by the Department of Housing and Urban Development (HUD) for 'the Federal Insurance Adminstratlon and submitted` -to Contra Costa County., They dellneate "special flood hazard are"" *(i.e. areas which.,may be Inundated by the 100-year=flood). The maps suggest thatucprisingly little of the East County?.PImning Area' Is subject to flooding (see Map 7),r The maps ars not 6"dere:d,to be a reliable Indicator of flood hazard areas, and they are'prissently being revised by HUD. It Is anticipated that the prellminary,revlew flood hazard maps will be submitted to-the county during November 1976 for technical review. If the comments of the county do not require extensive changes In the map,revised flood hazard maps should be distributed to the county In February or March 1977 and would go Into effect at that time. A formalized procedure for disaster assistance Is being administered by the Department of Housing and Urban Development(HUD) through the DIsaster Protection Act of 1973. The County Is participating in the program, and at the present time new construction In the flood prone areas must be designed to minimize flood damage. Flood Insurance,which Is required by HUD in the special flood hazard areas, Is available to the public at a Federally subsidized rate. At the present time`the-lnsuOthci'ls`not`-requkid by'HUO'tor`flood`prone arew�,such as the Delta lowlands. However, Insurance Is available to 23. x ; 0167 .�.€ 414�����,v' «"'�«'r' . NQRTH_ , 1" = 16,000' �QI w • �. ter• -�, J40A a�M_i I Akib .�.�j ./�.� •�" � � MGA *)LK IIA ti V,Wj. �l InAnww w . •\ +..�rt' a fit.• ?� •'"��lt 1Gt�l.�` rv���'�Z-�4,�i.iv� •' ^ _( •�Y� ' � ,r/M .MARS J"��C. +x;:L� J ,g'.•�t'��••. .al?..'. �� •, , _.� :a�� i7���VYr"�fT.'.+•`>>n �1+t�� \ �y + ter' '•�� t-��^•� REEK ' LN y'. WATERSHEDS q r: t4 Y MAP )( 5 NORTH 16,000' r;;. , t oco ♦1',R1 . a \ \\\\R\L \\\ 'w\"t++tit\\\►\t4h t16i►+D R'\R\� l ifw./1w«,r60404wf nN«w 600"4OW \ \RVA\V\ Miffw Wow^of SAM Fwalm`" Source: Seisa�ic >SafetyEle�aent -T.B.R. ,,,,� SEISMIC SUSCEPTIP�i'ITY 11AP . l'4 Mkt NORTH 1" = 16,000 Ob Ob of ODl� It1� Ob IS yid oc t t c t p Ob 09 �. MY at of Qt oc Oc of . MIND 1[DIM[NTMIi AMO ,� Of k+ mmolowom r RDW �`~ M[M 1 0 Ob ouAr[AMAAr t 01, AtttN �MM 01 Of re"ARr 1(Y �.. a.�haat oaa r.ar ewa � rwtth j Kur �: wwrri,w ar�..a�ww .t t A '•: (� E Y �• \. tNtat i 061 IKu y'.� , t E ieC hlaaataa i 0% XU >>Ku E Ob go mom" \1 Ku GP DApAC[W[ Ku O 1 my Gal a ur.rr aerw w KU > Source: Modified from Geologic Map of California, California Division of Mines & Geology GEOLOGY " � � MAP 4` " t several small magnitude earthquakes have emanated from the Antioch fault in the Collinsville area. The buried trace of the Midland Fault is*mapped through the Planning Area, trending in a north-south direction (see Map 4). Evidence documenting the movement history of this fault during the recent geologic past is not well established by existing data. However, it is the probable source of severe earthquakes on April 19 and 21, 1892, and should be considered potentially active. A map prepared by the California Division of Mines and Geology titled "Earthquake Intensitles--Occurrence of intensities VI-VIII In California from 1810-1969 suggests that eastgrn Contra Costa County has been impacted by strong (potentially damaging) ground motion 6 to 10 times during historic earthquakes. seismic Susceptibility The Seismic Safety Element Technical Background Report (TBR) divided the geologic units which occur In the county into four broad categories, according to their susceptibility to damage under earth- quake conditions (see Map 3). This analysis rolled on historic reports of damage in the Bay Area as well as the results of theoretical models and studies. This map indicates; that" the Delta lowlands, Incaud1ng Bethel bland, fall In she category of highest- damage • susceptibUity. However, It should be recognized that the degree of risk varies with site conditions and the seismic,susceptibility.map is intended only to outline anticipated earthquake effects onerbrad areas and not predict earthquake effects on a speclf g site. 7. Hydrology and Water Quality(physical Resources Report,p.65-78) Precipitation As a direct result of its height, Mt. Diablo captures more rainfall on its western slopes than would be true for an,inland ridge with a lower elevation. East of Mt. Diablo average annual rainfall ,drops off rapidly to the semi-Arid climate of the' San Joaquin Valley. The average.annual precipitation shows-a ather systematic decrease across the Planning Areal from.west to east. Average annual rainfall In the eastern foothills of the Diablo:ganga la approximately 13 Inches per year. Along the Contra'Costa - San Joaquin County line the average annual rainfall is less than 10 Inches per year. Drainage Basins The planning Area is about equally divided between two large drainage basins, the Marsh Creek watershed and the Kellogg Creek wate shed (see Map 6). Marsh Creek drains the eastern flank of the Diablo Range including.Morgan Territory and:the area to.the. north and-east. .After the primary.watercourse leaves the Diablo Range It • flows';in a north-r�orthesstecly, directihe on, tovrard,`.t 'San;,Joaquin River:` ` Tributary 'streams' wi3hin the Mush Creek watershed, including sand Creek, Over Creek, Dry Creek and Briones Valley-24 . � ��3 i S � � A '.Y ,q . r n k-n. y-,444 `� ,�,u[ 'i ' xscvs' ry'tg . '- a` •'� \a ': "ei 4t=,, a ,z'}^.c'�4_,.- YI ?.Y., ,;� •" � .mac &"se.� :'� �' kf ? d their shear strength when disturbed) and they possess a high shrink- .swell potential. These properties along with the changes in thickness and grain size over relatively short distances, result in marked engineering problems relating to differential subsidence, regional settlement,and slope Instability when loads are Imposed on the soils. On the valley floor, the soils characteristically are moderately expansive,possess a moderate to slow permeability, and many possess severe limitations for septic tank leech fields. In the rolling hills in the western portion of the Planning Area, soils possess a moderate to high erosion hazard, depending on the slope. Under bare soils conditions, runoff Is medium to rapid, and limitation for septic tanks Is severe for some soils. It should be emphasized that the preceeding Information on the engineering characteristics of soils In the Planning Area is general- ized from original source materials. Consequently, It is not an Indicator of E;round conditions on specific sites. Geology(Physical Resources Report, p. 1-34) The rugged hills of the Diablo Range and the flanking San Joaquin Valley are geologically very young. Field evidence clearly Indicates that uplift, subsidence, faulting and folding have been a recurring phenomena thorughout this area duringthe•past several million years and these processes can be expected to occur In the future. This crustal activity poses certain problems to human settlement of the East County Planning Area, and the geologic and seismic risks become greater as development pushes Into hazardous areas. For example, earthquake-triggered levee failure may note pose an unac- ceptable risk to agriculturally or recreationally oriented land use In the Delta Islands, but it Is a major obstacle to suburban development of Delta islands. Fault movement, 'ground shaking, ground failure, landsliding, erosion, sedimentation,:flooding`and #ire are all potentially hazardous to human life, safety, andproperty, Because -o# these"phenomena an understanding of the nature and distribution,of existing or potentially hazardous conditions is essential for harmonious, safe, and efficient land we,facilities and services planning- Faults lanning. Faults and Seismicity The Planning Area Is situated In a seismically active region. The San Andreas, Hayward, Calaveras and Concord faults are located approxi- mately 44, 24, 16 and 13'mlles to the west, respec lvely. Any or all of these active faults could generate earthquakes which could produce damaging levels of 'ground shaking In_the,Planning Area. In addition to these knaw+n active fauns, the seisrlilcally active Antioch fault is locatid near thi westerK boundary of the Planning Area. This fault,was the source of a damaging earthquake'ln,146.x, and during 1976 23 } a: Wk- .�'' » �".. .• -.. £ �"�ta -r., " �� 1, °.��R'r.��`i�.���s'����ic�`�t?'. +t e�.f�i. :+�.r:'� _ �i�a+, ''�,�a�_, i"� , . .._. ... - �� rte• i NORTH 1"=16,000' 10► s►� M M \ v prime Soils • a Cq Source: Simplified from 1974 Soils Survey of Contra Costa County, f prepared by the Soil Conservation Service ' SOILS , "ve no-Pr ee So1�s 1# 'w,PRP s3 3cxi.�� 3.'`i�e t -�z. +1� 9.M:. � � 31 '� �.,.x.:�. .w �x.�;���^rv� }•��-�. .��a' '� . � �., a�'�JS�.+ 1Q 'e '3" +^# • :`;t�:'�•i�}4�a•." .!w'�:�+• s� `�.,. �lz". .}�,F`�„��!dj,:� 4�" ; Ss+.� .Z..�'� ^ . a- �fX'a`�. �r{za •R' r. b v r r S, v patterns in response to changing market demands for agricultural products. Other soils, while they may be less versatile, still produce an annual harvest of adapted crops or livestock. Knowledge of soil characteristics Is essential to farm and ranch management, to adequate land conservation practices and in some locations can be critical to wise crop selection. The Soil Conservation Service assigns to each soil series a soil class number from I to VIII based on the soil properties and characteristics which are limiting for cultivation. Classes I through IV are considered suitable for cultivated crops, with Class IV having severe limitations, such as a locally high water table or slope steepness. Classes V through VIII are rated for grazing suitability, but are considered not suitable for cultivation because of slope steepness. The details of these are available In the General Soil Survey of Contra Costa County of 1474. According to;this system, all Class I and II soils are considered "prime" agrlcultural'soils. 'Class Ili and IV soils are suited to cultivation but requirespecialcare because they are subject to erosion, have a sub-surface claypan or, in the case of several scattered small areas,are.alkall and thus limited In the crops which are adapted. Though not-considered primer these soils are as good as or better than many soils In country which'have been farmed successfully for generations. Within the Planning Area non-prime soils' predominate In the Delta lowlands (high water table), In the sand dune area around Oakley and Sand Bill (poor nutrient qualities of soil] excessive permeability) and In the lower foothills of=the Diablo Range,(high erosion hazard, rapid runoff). Prime agricultural soils predominate on` the Valley floor, particularly In the Brentwood area(see Map:3). The engineering characteristics of soils are an indication of their stability and capabiIIty to support the weight of structures such as roads and buildings, suitability for septic tank leach fields, slope stability properties, and the, like. Recognizing the Importance of knowledge of soil capabilities `and limitations prior to land develop- ment,and Incorporating this knowledge Into plans.and project design, are a major means of reducing property damage 'risks and minimizing public costs of constructing and maintaining roads, facility Installs- tions, and public buildings. Failure to observe the limitations Inherent In soils may result In expensive or persistent problems In structures and Improvements such as slope failure;,_extreme erosion and silting, heaving and cracking of pavements, dislocation of utility and sewage lines, and many minor local problems as well. Within the Planning.Area, the.construction of, buildings on the soft, water-saturated sediments of the Delta tracts and Delta lowlands Involves,&greater nwnber,of:potential-.hasardsnthan;construction.on rock or firm alluvial sites. These soils may exceed 30 percent water by.�rmlght.and possess a low bearing strength: Studies Indicate that muds~exhibit a moderately li)gh'stiess'sensltivity(loss much of (TV '16 1+„1 ��..;�vi'r�F �`� �`. Y``$`x,*'a'$.' }.'F ;�x4�r#.`:43*�,`�s�3i`°., ,�,'4a"z&:' f�,�,'�.v.`Y: � .r"�.3. .e�•a�t.'��3.,..a.+r�MSs'?�n...' ��"��-write,+ ,w g.a.s,,..u..:, t MV sr( ecological, historic or other characteristics. The Intent of this plan is that these recreational areas be utilized by public or private recreationally-oriented developments or be preserved for future recreational use. The Area Plan also points out that there is a need for local, neighborhood, and community recreational facilities within the Planning Area,and an implementation program is proposed. The Area Plan reflects existing state programs of park land development in the Frank's Tract Recreational Area. The proposed plan Indicates there Is approximately 100 acres of dry land available for development of recreational facilities on Clifton Court Forebay, The State's Delta Master Recreation Plan Identifies Old River Islands between Rock Slough and Quimby island, and Big Break as areas which should be preserved and managed In the public Interest. There are no policy statements in the East County Area General Plan which focus attention on the preservation of these natural areas. The area plan designates approximately 6,031 acres or approximately 3 percent of the Planning Area for recreational land use. The 1963 General 'Plan identified two rather larSe recreational areasi (1) Levee remnant encompauing Franks Tract Lake, including the extensive freshwater marshland which Is Immediately westof Franks Track; and (2) A broad area encompassing the Sohn Marsh home and d Marsh Creek Reservok. Industrys The proposed Area Plan reaffirms the heavy' Industrial ss gnatlan of a parcel In the northwest corner of the Planning Area, and appears to expand the commitment to heavy Industry by designating the southwest half of Big Break for heavy industry. Thus, the area proposed for heavy Industrial use Includes a fresh- waterlbrackIsh marshland on the south shore of Big Break. The proposed plan does not discuss possible conflicts between heavy Industry and maintenance of Big Break's aquatic habitat for game, fish,birds,mammals and reptiles. Slmilarly, there may be conflicts between the proposed heavy Industrial use of the land and the proposed recreational use of the land. The total area proposed for heavy Industrial use amounts to 1,941 acres of land,or approximately 2 percent of the Planning Area. The proposed Area Plan also.provides for light Industrial uses within the Planned Communities. 6. Soils and Geolos:v Soils(Soil Survey of Contra Costa County, 1974) The Importance of good soil In continuing to produce vital foods cannot be underestimated In this period of increasing food shortages and world famine. Many sobs-are adaptable to a wide variety of crops which- give agriculture the flexibility to change growing y = < < 20 # .. x : `xt�.f1''K ;, } t lS.cw,.�:l ",a � �� 1r£'M x.,��„yt,,,"*S�^e.�+�,a�.,`v`?san.M:i ti+.tx:?•� 3,r.,�r�,;, `x Ali4 The "Agriculture Residential" category amounts to 54,125 acres, or 46 percent of the Planning Area. The proposed Area Pian calls for a 5-acre minimum parcel size in this land use category. The 5-acre minimum parcel size is too small to be suited for use fer commercial agricultural. According to the report prepared by the land Conservation Committee and titled"Preservation of Prime Agricultu- ral Lands in Eastern Contra Costa County", under Ideal conditions a 10 acre parcel Is only marginally suitable for commercial agriculture. Consequently, where parcel size fragments to parcels smaller than 10 acres, the land use will In effect be converted from agriculture to very low density residential. The "Agriculture-Recreational" category amounts to 31,387 acres or 26.7 percent of the Planning Area. The proposed plan calls for a 20 acre minimum parcel size In this land use category. The "Agricul- ture-Recreatlonal"area Includes the Delta lowland and Delta Islands, with the exception of Bethel Island, Franks Tract, Discovery Bay and Cliffton Court Forebay. Planned Communities and Recreational Communi : The area designated or Planned Communities Is significantly arger than the areas planned for residential and commercial uses In the 1963 General Plan. Criteria which were considered when defining the boundaries of the Planned Communities Included: (1) availability of sewer and water facilities(at present and in the forseeabie future), (2) a!+I11ty of soils to support commercial agriculture, (3) existing development patterns. The text of the plan Indicates that the population which can be accommodated In the planned communities greatly exceeds anticipated growth during the Planning Period(See p. 63 and p. 67 for discussion of existing and proposed land use). A stated Intention of the Planned and Recreation Community concept Is to develop a sense of community and cohesion within each growth center. Additionally, It provides a means of "staging" suburban development In East County by conditioning suburban densities on availability of sewer and water facilities. Specifically, the density of single family homes which is allowed In a Planned Community/Re- creation Community Is related to service-avallability criteria (water and sanitary sewer) as defined on p. 16 of the Area Plan. The East County Area Plan also Includes detailed General Plans for each community In the planning area.(See p. 15-25 of the Area Plan). The proposed Area Plan designates approximately 7,994 acres or appro- x1mately 7 percent of the Planning Area for Planned Communities 3' and 1,471 acres or approximately I percent of the Planning Area for Recreation Community. Recreation: A stated Intention of the Area Plan 33 the preservation of the natural recreational resources of the Planning Area. The plan i map identified five recreational areas: Clifton Court Forebay, �r Franks Tract, Byron Hot Springs, Sohn Marsh-Home:and surrounding Marsh Creek Reservoir area, and the northeast half of Big Break. These areas are considered Important because of environmental, 19 01.608 71; S \ Y TABLE 3 LAND USE CATEGORIES EAST COUNTY PLANNING AREA Land Use Categories • 0 Suspended 1963 Proposed East County General Flan Area General Plan Acres Remarks Agriculture Agriculture 100,093 A key recommendation of the proposed Intensive Agriculture Residential 34,123 plan Is the Identification of an agriculture Extensive Agriculture Recreation 31,387 core area where retention of commercial Agriculture Core 14,383 agriculture Is encouraged, and where resi- dential uses are discouraged. A deficiency of the plan Is a lack,of clarity In estab. llshing the conditions under which the min. Imum parcel size is appropriate for each land use category. Recreation Recreation 6,031 The proposed plan designates part of Big Break, rank's Traet, Cltffton Court Fore- `bayr Byron Not Springs and Marsh Creek Reservoir for recreational land use. There appears to be,a legitimate question on the .compatibility of heavy Industrial use and recreational use,in the_Big Break area. Residential Residential Areas Ar--ear Low Density Planned Community 70994 The proposed plan,recognizes development Oakley/Sand HUI 4,843_ patternsthat have emerged since the adop- Discovery Bay 11783tion,of the 1%3 General Plan. The pro- Brentwood (Incorp.} 1 197 , `Pond plan Identifies`the area encompassIng Byron t23• existing -urbanrowth centers as Planned Knightsen 43 m Comunities which provide a mix of real- dential, retalt,business and light Industrial Recreation Community 11471 - :The proposed plan significantly expands the Bethel Wand 1,471 public:commitment to development on Bethel island by;designating, the south-eastern portion of the Island as a Recreation Com- munity. -In effect, .this sanctions a recent- Iy approved.water-orlented residential de. velopment, and a previously approved mobile home.park. Employment Areas Industry industry t,94t The Prod.pian;rea##Irms heavy Indus use In the northwest'corner of the Plant* Area. . The proposed.pian provides for retail business and light;Industr (I.e. commerce) within pled"Comm.unities. s . 3. Pians, Ordinances and Policies(Draft East County Area General Plan) The proposed East County Area General Plan Is a comprehensive revision to the County General Plan, superseding the "reserve area" designation adopted in 1973. The proposed Area Plan Is Intended to guide development to 1990 (a twelve year period). The Area Plan recommends periodic reviews to monitor both progress In implemen- ting the plan and events In the Planning Area. The plan also calls for a complete General Plan study three years prior to Its expiration. The following discussion is Intended to provide an overview of the goals and major recommendations of the proposed East County Area General Plan. The reader Is directed to the text of the plan Itself for a more detailed discussion of the proposed plan Land UsCategories The proposed Area Plan recognizes four broad land use categories: (1) Agriculture, (2) Planned Communities and Recreation Communi- ties, (3) Recreation, and (4) industry. Where appropriate, the following discussion will make certain comparisons between land use and land use categories In the suspended 1963 General Plan versus land use In the proposed Area Plan. Agr_i_cuulltu�res The primary objective of the proposed Plan Is the preservation of commercial agriculture In lands underlain by prime agricultural soils. To achieve this end, the Plan Map Identif led areas • designated for agricultural uses, Including the Agricultural Core area (a compact area of prime soils centered on Brentwood), Agricultural Recreation area (includes non-prime soils located below an elevation of 10 feet In the Delta lowlands), and Agriculture Residential area(a catch-al1 category consisting of hilly areas In the western and southwestern portions of the Planning Area, as well as areas on the valley floor which were not Included In either the "Agricultural Core" or In the"Planned Communities"). The proposed Area Plan designates 100,093 acres or approximately 83 percent of the Planning Area for agricultural.land use (see Table S). Of this total, only 14,383 acres or approximately 12.4 percent of the Planning Area Is designated "Agriculture Core." In designating an "Agricultural Core", the proposed plan focuses attention on the Importance of preserving commercial agriculture within a manage- able area. The plan ,also recognized that In order to take development pressures off of the Agricultural Core, ample areas for growth In the "Planned Communitles" were essential and they were provided. In essence the proposed plan encourages Infilling In the existing urban growth centers, subject to applicable standards. It attempts to discourage the further breakdown of parcel size within the "Agricultural Core" by specifying a minimum parcel size of 10 acres. 17 01606 IG J e s ! 4[ Y 4 Public Transportation Existing public transportation in the Planning Area is provided primarily through four dally Inbound and outbound trips by BART express buses, providing service between the Concord BART station and the City of Brentwood. Additionally, there are two dally scheduled Greyhound Bus Lines trips through the area. Special van service to hospital patients and handicapped is also provided by private or nonprofit groups. A number of studies have analyzed transit needs, potential service by bus and van systems, and potential routing. The extension of BART rail service to'the area is not deemed feasible during the planning period. The Eastern Contra Costa Transit Authority has been established through a joint powers agreement between the county and the Cities of Antioch, Brentwood, and Pittsburg. This transit authority will provide limited local bus service within the City of Brentwood as well as to link the Brentwood area with the Antioch area. The Authority is also expected to streamline 'the present BART bus service In the East County by providing,feeder bus service to BART express buses. This service is expected to begin In spring, 1977. . The county has applied for a state funded Rural Demonstration Grant to fund a.two year d4monstratlon program which could result in more personalized transit service within the Planning Area than that planned by the East County Transit Authority. This, service will link the Bethel Wand, .Knlghtsen, Brentwood, Byron, and Oakley areas with the Antioch area,and will be particularly aimed at providing transit service to the elderly, handicapped and other transportation dependent groups. If successful, this service,could eventually be absorbed by the East County Transit Authority. Rail.�Ic - Two railroad lines serve the East County area; the Santa Fe (ATSF) through Oakley and Knlghtsen, and the Southern Pacific (SP) ougc Brentwood and Byron. Although the AMTRAK San Joaquin passenger train passes thsoug the Planning Area, there are no passenger stops between Martinez and Stockton. Interim Trails Plans Currently no trails or paths exist In the Planning Area. Trail routes are shown In the County Interim Riding Path plan and interim Bicycle Path plans. The plans,propose to connect Oakley with Bethel Island, the Marsh Creek Reservoir, and-the' Contra- Loma'Reservoir. A . vail,.along:,Mghway..,4. WUIl,serve,.as-->,caunection:-.to:San PradN Joaquin County, and a proposed trap along Marsh Creek Road will gem as connection to Clayton and Mt.Diablo. a 4-- NORTH 1" 16,0001 , 0 J'A A 'A y , r Orlq � iW `.�rMww M00 � � 17M 4 x 7W •Sao aoo 410 Mr 704 A •��• - NiAerscorrespond to average daily trips 'I Source: Transportation.Facilities (1974, P. 11) Inventory and Analysis TRAFFIC FLOW MAP 0 . ys{j■J -w\� MAP 2• `+��€�1,�y,.aa :"TsrS'-n:.i`�kf'� "+�¢+. „�'�."..= T'�1��$ �a�}T.�c'`EI+Si^�-_A. ::g�, �,4"r.'F. -s-- Swx_.SYS*�_..•cam>:'??YiSv��v....t,,..� k...3. .,. ....:i`%: um i4 Aw Information completed by the County Public Works Department on daily traffic counts on Route 4, as well as traffic counts on county roads and city streets in the Planning Area Is summarized In Map 2. For a discussion of traffic counts and an analysis of this data the reader is directed to the Transportation Facilities Report(p. 8-13). �Co�unRoads: The Fast County Planning Area Is served by a number 0 co r�� 0 county roads laid out In a typical grid system, oriented north-south and east-west following land survey lines. Many of these are narrow and lack adequate shoulders. The majority of the county roads are located In the northern two-thlr(Js of the Planning Area. Contra Costa County's Major Roads Plan, a portion of the county's adopted Circulation Element, reflects the desirable road network should extensive development -take place. In addition, the road condition ordinance provides the means by which right-of-way dedication can be obtained as development occurs. The proposed East County General Plan Includes a circulation element which Is different from the Major Roads Plan because the MRP Is projected for a longer term need than Is,reflected In the General Plan. It anticipates growth trends In a longer time frame. However, the Major Roads Plan Is being revised'and will be down-scoped from the present adoptlo-n. The proposed circulation plan Indicates few now roads In the Planning Area,,but does Indicate new- lutes. The pro colimections between some routes. Jected road"development Is primarily,*concerned with upgrading the Present system through surface Improvement and right- of-way widening. The proposed connections Include the northern extension of Byron Highway to connect to Bethel Island Road, and the western extension of Laurel Road to connect to Hillcrest Avenue. It should also be noted that the County Prepared a County Road. Deficlency .S Public Works Department tudy In 1969.. 1h13 �study estimated road nleilsi* In terms of the amount of needed to provide -a sys money that would be t*m frW of deficiencies. � Using urban standards as,-the crIterla, the ' ban study lists most of the roads In the Planning Area as "deficient.,, Most are deficient In terms of current drainastructural Stan l. standards, kwJudng right-of-way wIdth3s alignment, and In The Ptibflc� Works Department has a general progra underWaY the area to Increase pavement widths to 28 feet from them PreV6111% 22-24 to-ot.widths. It can be anticipated that any substantial development In any portion Of Me Planning Area will likely-require the urpgradlng of the county road network In that area as well'as any other area affected by the development. Conversely, significant r6ad Improvement will not be necessary on roads serving only a predomin nity. antly agricultural commu- IL [ yyssj !4 7 a fix` y. iw NORTH 1" 16,000', 1� 0.1 w ptrl t ~ \% A `' i. • • � ,'�\, E�q 000 , �• pe ^/ MaJor waterway • Proposed Channel' Impr'ovements ' Improved Channel .�, Dam ti�•fNJ`SjY.Carr;�,•'�.� �, Ac tiF,4•' MARSH - KELLOGG WATERSHED PLAN n1sn2 !0010 a yyy 2e+i 3z- tt� tk " 4•v.,, �4 -' ti`a-*i ' � L- -aa:'t''S' 't'¢"�cif.i-`.c"..ur'.�s�-`�'\5.�. i.-p.mc„_?rtr.s»rt.�.€t,«....i.. �..ra.'....i�.4.'pi1- . .'ae ' igg.4; y as neither intended or designed to meet the much greater needs of urban development. It should also be noted that the 'Flood Control Division of the Public Works Department has formulated plans for "study areas"within the East County which have not been adopted. For a discussion of flood hazards In the East County Planning Area, the reader Is directed to the section of this report titled "Hydrology and Water quality." A number of reclamation districts have been established to reclaim land through the building and maintenance of levees and drainage ditches or other such improvements. Generally, these districts are not owners of property, but rather serve as a vehicle to maintain levees and drainage facilities. It should be stressed that levee maintenance Is not required to meet any absolute standards of performance and that rehabilitation work is not done on a cost versus benefit basis. Rather, levee maintenance and repair Is based on the financial capability of the district, and not uncommonly is done In response to an emergency situation. Map 1 shows the location of reclamation districts as well as the existing and proposed drainage facilities of the Marsh Creek-Kellogg Creek Watershed Project. 4. Circulation(Transportation Facilities Report,46 p.) Badcsround The Fast County Area Is not served by a large network of highway transportation facilities. There Is minimal public transit and a single ' state highway and numerous county roads provide the basis of the circulation system. The network of roads was developed to serve agricultural uses and to a great extent it has succeeded. However, as the Transportation Facilities Report stresses, the existing road system Is Inadequate to meet the needs of suburban development. ExIstint and Proposed Facilities State Roads: The Planning Area is bisected by State HIghway 4, basically a 40-foot wide pavement with two lanes built on a 60-66 foot right-of-way. The existing road width and right-of-way are adequate for the present level of use. However, neither would be adequate should road widening become necessary. Although Highway 4 Is not operating at capacity, the volume of truck traffic in urbanized areas Is a problem as Is noise. There are no pians for freeway development in East County for the next 20 years. On the long-range State Highway Plan, Highway 4 is shown as a freeway. This route, as well as proposed Routes 94 and i I V 1 j # 239 which would respectively connect the Livermore and Tracy areas, with Route 4 at. Brentwood,-have not been adopted. Significant construction in the foreseeable future is not anticipated. 12 0160,t' �a k a' �p t i v ii is u i3 o Y a rev *ai .Na N h L ;•• C Ul u V v w r-I N R1 z• N N tri WN i y� $ A w U 01600 So.' a tau ' . . , .. ���.�. � �'�tkx, s ,9�'h, xk- �A� �'d".�.j^s.#�k��^ ���",,`f.�i"•,TE'.`-t- _.,i::r .�j 3.�'s.,.r?.:'"x... f ^z'�3:u•S�I++'�'.»,xti�;<..>rt�"�'k-�,..t >.x �'. .. �' i;; #x4 Police service within the City of Brentwood is provided by the City's Police Force. The Sheriff's Department provides communication and dispatch service under contract to the city. Fire Protection Fire protection service In the Planning Area is provided primarily by four county fire districts; Bethel Island, Brentwood, Byron, and Oakley Fire Protection Districts. In addition, the Eastern County Fire Protection District Includes a small, relatively unpopulated portion of the Planning Area along Vasco Road. The districts are presently able to provide a basic level of fire protection service, operated primarily on a volunteer basis. Most of the- heavy equipment Is purchased used, as surplus, from the government or from other fire departments. Table 4 lists selected characteristics of facilities operated by each district. There are some special problems which warrant special mention. The Eastern Fire Protection District has recently complained that about 33 percent of the district is either In state or regional park land, or has been purchased by public agencies for permanent use as open space. As a result, this land Is taken off the tax rolls, and the fire d!strict can no longer collect property tax from It. Last year some 13 percent of the districts total assessed property value was unavailable . for taxation, and it is anticipated the trend will continue In the Immediate future. To combat the loss of revenue, the district has sharply reduced maintenance of the district's 14 vehicles. Five of the vehicles are currently out of service, and during the winter, two more trucks will be pulled off the line. Some portions of the Planning Area are not Included within any of the fire protection districts. These Include Jersey Island, Bradford Island, Webb Tract, and Veale Tract. If assistance is requested in any of these areas, the responding district will bill the requesting party for the specific service given. These areas, because of poor access and lack of flee protection are not suited for Intensive recreational uses. Flood Control The Contra Costa County Flood Control District was established In 1931 to plan and construct flood control and drainage facilities. In 1939' the Marsh Creek-Kellogg Creek Watershed Work Plan was Issued. As a result of this plan, flood control dams have been constructed on Deer Creek, Dry Creek and Marsh Creek and plans call for construction of a similar structure on Kellogg Creek. A primary effort of the district in the East County ;has been the .construction of channel Improvements on Marsh,Creek, Dry Creek and Deer Creek, upstream -from the: Brentwood area. These Improvements have been desipitd to provide an adequate level of 1{ public safety,tor .an agriculturally-oriented area. These works are l�� v _A'14 °s.,.. *F�j. s+vu "c 8 go «E T ccu O U Ij U J� U4, U 9 V U 9 U. 9 � V b« .Y .Y Y � •'•� � Y � •YE'oy �� r a ul IE � au Ah V 7 ' A p py g 1� w N t $ ar 8*10 8 N 01% Ic ul low, 'vT N A 0 Byron Union schools are operating at approximately 80 percent of . capacity. There are no plans to construct additional schools at the present time. During the next 4 or •3 years It is anticipated that growth In enrollments can be accommodated through the use of portables. Over a longer run, construction of new schools may be required. However, at this time It has not been determined how best to respond to the growing student population. Alternatives that exist Include the following: construction of a junior high school (reducing enrollments at the existing elementary schools and Liberty High School), additions to existing schools (Increasing the capacity of existing schools) or the construction of new elementary and/or senior high schools(at sites which have not yet been:determined). To enable the East County school districts to plan for growth, the districts have made contact with the County Planning Department. They hope to complete arrangement fora detailed populationstudy which would predict the rate of growth 'in the student'population In the East County through 1990 by five year or lesser Increments. The assessed valuation per pupil for the elementary districts In the Planning Area for 1971-72 was as follows: Brentwood Union $16,366; Byron Union $42,730;Knlghsen $21,182;and Oakley Union $19,602. In California an assessed valuation of $10,000 per pupil'Is considered the minimum for adequate operation of an elementary school'program. It should be stressed .that some schools In the East County are near • the end at their, prime Ute. -, These schools *111: be tin need of replacement or renovation during the next quarter of this century, possible during the planning period. Police Protection: 11ie Contra'Costa'County'Sheriff's Department provides the ma or portion of police-protection in the unincorporated portion of the-Planning-,Area. -The Planning Area falls into two patrol beats. One beat IncludesiOakley and Bethel Island and the other beat Includes all-of the remaining area. According to the Sheriff's'Office there is a patrol car:ln each beat at all times:� The patrols originate from the Sheriff's substation In Oakley. All departmental`support and administrative personnel are located In Martinez at the County Administration Building. In addition, the Sheriffs Department maintains ,a Marine Patrol comprising two officers and two 20 knot tralleredpatrol boats. The Marine Patrol Is responsible for the regulation of speed among pleasure craft and rescue work. The CaMornla `Highway Patrol also provides police services In-the Planning Area. ; The Highway Patrol Is responsible for patrolling Highway 4 as well u all county roads throughout the Study Area. The Highway Patrol's-prlmaryresponsibility Is-to expedite the smooth and safe flow of traffic. r, Oo 7 �'�'''k 14 ,�- ��a;,;, �?� ��t� ��_.�x � �srss�,ro...ls'^..k"� Ya•t + ��, q y�O,F�� 4�S�ay^��"rs'`�`a�t}� _.;', �`Mr,,,}; fit: t'� a'cs • in eastern and northern portions of the Planning Area have severe limitations for septic tank leach fields. Because of their slow permeability, the heavy textured clayey soils in the Brentwood and Byron areas possess severe limitations for septic tank leach fields. The sandy soils in the Oakley, Sand Hill and,Knightsen area have only a slight limitation for septic tank leach fields. However, there is a potential public health hazard In this area. Specifically, the rapid permeability of the sand can result in contamination of ground water supplies. it is apparent that while septic systems are compatible with a very low density agricultural land use, suburban densities and uses require sewer service. At the present time there are three county sanitary districts (CSD) In the East County Planning Areac CSD 013 (Bethel Island), Oakley SD(Oakley), and CSD #19 (Discovery Bay). Addition- ally, the City of EWentwood provides sanitary sewer service within the Incorporated.area. The district boundarles, wastewater treatment plants,and discharge locations are shown In the map at the beginning of this report. It should be recognised that not all of the:East County communities are located within.a sanitary sewer district. As these communities i develop Indications.,are thata proliferation of septic systems may pose a hazard to health, possibly contaminating ground water supplies. Suburban growth In the;East County.should beplanned on the basis that sanitary sewer service shall become a required public facility. Watters SXstems. With the exception of the area presently served by Tie-Oakley County Water District.(OCWD), the East County relies on ground water supplied to serve,domestic needs. Contra Costa County Water District(CCCWD) wholesale s.raw water to OCWD.-The water Is taken from the Contra Costa Canal, Is passed through an,OCWD treatment plant and is then distributed::to customers In Its service area. The boundary of OCWD Is shown In the map at the.beginning of this report Ground water quality in the East CountyAs not good at present and lndlcatlons are that It will worsen In the future. This subject Is discussed later In this report, as a section.entitled "Hydrology and Water Quality," Education Facilitlest Five Independent school districts serve the East County Planning Area;four elementary school districts and one senior high school district. The programs:of each district are administered by the District Superintendent and each school within;tha district Is directed by a building principal. Table 3 lists the eight schools within the Planning Area along with their-characteristics, capacities and 1973 enrollments. Table 3 Indicates that Brentwood Union Elemen- tary School District schools and Liberty Union High School are essentially operating at capacity. Conversely, Oakley Union and 01596��.. X. Comments and remarks on the data contained In these tables may be summarized as follows: Residential: Much of residential land use Is concentrated In the more developed areas of Bast County Including Bethel Island (133+ acres): Oakley (293+ acres), Sand Hill (267+ acres), Brentwood (143`+ acres) and Byron(1718±acres). Commercial: The area committed to commercial uses are nearly evenly split between two subcategories, retail business (233+ acres) and private recreation (233+ acres). Retail business Is concentrated along the Highway 4 corridor, as well as In Bethel island, Byron and Knightsen. Private recreational uses, consisting primarily of water recreation-oriented businesses, are found along the waterways of the Bethel island area, adjacent sloughs, and the north coast of the Planning Area. Industrial: The area committed to industry can be divided Into three cat'egarees as follows: light Industry 437_ acres), heavy Industry (100+axes) and mineral extraction (330+ acres). The heavy Industry category consists of one Industry, As E. 1. DuPont plant on Bridgehead Road. Public Seml-Publlc: This land use category was broken down Into two sswcategor es for clearer definition. Pubbllc/Seml-Public (213+ acres) • and Utilities (307+ acres). The utilities category Includes Irrigation ditches,aqueducts and pumping stations. Open ace: Open space lands Include a variety of uses Including water areas, parks, commercial, agricultural lands and vacant land. . Land use categories within open space were broken down as follows: Intensive agriculture (36,349+ acres), extensive agriculture (42,632+ acres), vacant land (5,860+acres), water areas %312+ acres) ane recreation(330,acres). Other: This category was used to Indicate road and street right-of- way 618+acres)and rallroad right-of-way(211+acres). 3. Utilities and Community Facilities(Community Facilities, 149 p.) Perhaps the most critical Issue in East County centers around the provision of suitable community facilities and utilities to serve the existing and future development. The following discussion 13 an overview of the, problems, and a brief Introduction to existing facilities and district boundaries. (See the appendices at the back of this report for a complete listing of special districts and service areas in the East County.) Sewer and crater Systems Sewage Disposal. Because of the high.water ta41s In the OWta lowlands( table'-is ata d!pth,of,appaxtr�nately #eft),`tt soils t S Ls i TABLE 1 COMPARISON OF 1970 EXISTING LAND USE COUNTY/EAST COUNTY PLANNING AREA Contra Costa County,California County East County Acres % of Total Acres % of Total Residential 37,383 8.2, 2,223 1.9 Commercial 13,083 2.9 490 0.4 Industrial 6,938 1.3 391 0.5 Public/Semi-Public 13,473 3.4 716 0.6 Open Space 381,338 84.0 111,703 93.0 Other 1,829 1.6 Total 434,437 100.0 117,352 100.0 Sources Land Use and Zoning, Inventory and Analysis, East County Planning Area. Contra Costa County Planning Department Wune, 1974). TABLE 2 EXISTING LAND USE EAST COUNTY PLANNING AREA Contra Costa County, California res f RESIDENTIAL 2,223 7 SinIe Family and Related 10999 Mu�tlpie Family and Related 36 Mobile Hone 61 Mobile Home Park 114' Group Quarters 13 COMMERCIAL 490 Retail Business and Related 233 Commercial Recreation 233 INDUSTRIAL 391 Light Industry 137 Heavy Industry 104 Mineral Extraction 330 PUBLIC/SEMI-PUBLIC 716 Public/Semi-Public 213 Utilities 303 OPEN SPACE 111,703 r� Agricultural 99,201 Intensive 36,349 Extensive 42,632 Vacant 8,860 { Water 3,312 Recreation 330 OTHER 1,829 Roads and Streets Railroad —211 Sources . Land Use and Zoning, Inventory and Analysis, East.County Planning Contra Costa County"Planning'Department(3une, 1973). S ' ° '+ �',. �... '�4°'4-"F''�?t` ,ax sk�.n.;:exis.,..�`J"\�4�'.,��_S'tt ♦ `a,a'., r ' ,i,..., - 7�"',. `';°"".fir,......,. Diablo Range Within this portion of the Planning Area elevations, local relief and steepness of slopes Increase to the southwest. The highest point In the Planning Area Is an unnamed hill east of Vasco Road with an elevation of 1300 feet. Natural slopes In this area reach a maximum of 3/4:1 (horizontals vertical)and local relief may exceed 300 feet. The topography Is dominated by long, locally steep-sided, northwest trending ridges with intervening narrow, alluvial valleys. Intermit- tent streams flow generally parallel to the ridges but In places the streams have breached ridges to form a trellis drainage pattern, typical of folded areas. The hillsides are furrowed with gulleys and pock-marked with landslide scars, Indicative of the erosion hazard and slope stability problem that exist throughout much of the region. San Joaquin Delta This portion of the Planning Area consists of a relatively flat alluvial plane which slopes gently to the east and northeast, toward the San Joaquin River. The entire province Is underlain by surflcial deposits. The Delta lowlands In the easternmost portion of the Planning Area (area below an elevation of 10 feet) are underlain by soft, water- saturated peat, muck, and mud. Alluvial fan and floodplaln deposits underlie the topographically higher, western and central portions of the province. In the Oakley area, these alluvial fan deposits are overlain by geologically recent sand dusie deposits. The dunes were formed during the last"Ice age", when sea level was much lower than the present sea level. The topographic expression of the dunes has been modified by man and subsequent erosion. Climate . The climate of the East County Planning Area is a• modified Mediterranean type. The winters are mild but rainy and the summers are moderate to hot and subject'to drought. The region's topography causes a considerable variation In rainfall and temperature In different portions of the area, with rainfall'ranging from iT Inches In the southwest hills to less than 12 Inches in the eastern. Delta. Approximately 90 percent of the precipitation falls In the months of October through April. The climate is conducive to productive agricultural operations. 2. Existing and Surrounding Use (Land Use and Zoning,66 p.) The following discussion Is summarized from the Planning Background Report titled Land Use and Zoning, Inventory and Analysis(66 p.) The relative distribution of land use In-the East County Planning Area varies considerably,from the distribution in the county as a whole. The county consisting of a mix of uses from urban to rural, whereas the East County contains a more typical rural mix (see Tables 1 and rtc t 09 and desires; to ensure that land uses are mutually compatible, functional, and aesthetically pleasing; and to provide balanced levels of commercial and office development, community facilities and coordinated circulation, which will maintain and complement the rural nature of the area. rovide and ain a 3. Recreation recreation community ysuppo t d by necessary residential lreside tial and com- mercial development. 4. Industry: to provide and maintain employment centers appropriate to onomic base of�the Planning Area through new f the area and to aid employment opportunities. 3. S. Circulation: to achieve a safe, efflclent, and coordinated transporta- tion system capable of serving and supporting the citizens and the economic base of the area, and to minimize conflict between agricultural and urban land uses. 6. Community Facilities: to obtain maximum benefit from existing public structuress to provide adequate public services, cultural and reaeational facilities for residents of all ages. To achieve these goals, the East County General Plan includes these • objectives: Toe lil� tytwill promote high degree ofeath, e ,and efficiency for the wellbeing of the East County community. To provide for the maintenance and viability of the agricultural community. To relate new development directly to the provision of community facilities necessary to service that development- To update and bring together the various land use elements of the General Plan for the area. To Integrate selected speclai purpose elements into one General Plan document. B. Environmental Inventory of the Region 1. Physical Description The East County Planning Area lies at the boundary of two major physiographic provinces, the Central Coast Ranges of California (Diablo ,Range) and .the ,San Joaquin Valley, Including the Delta lowlands. 3 01509 ' 100 . 4;�•�-a} r:+. S e y5 �- x✓ i qir..., '. '7s ;.i, .r.: f create development in areas where there are unresolved questions of safety, result In public facilities operating over their design capacities, or which may have a substantial adverse effect on the environment." Subsequent to adoption of the Conservation and Open Space Plan, the Board of Supervisors Initiated a General Plan study for the East County. The Board appointed a Citizens Advisory Committee, consisting of residents of the Planningg Area, to work with the Planning staff on a new General Plan for the V County. By design, the membership of the Citizens Advisory Committee covered a varied and broad spectrum of Interests. The Area Plan was developed by the citizens committee, with the Planning Department serving as staff to the committee. As such the plan reflects the goals and priorities of the citizens of the Planning Area. The planning process consisted of two distinct phases. The initial phase consisted of famillarizing the committee with the factors which are routinely given consideration In the development.of general plans. The Planning staffaccomplished this objective' through the preparation of a series of planning background reports, listed below. Plannlna Bac kktroundReports Population Characteristics,'Inventory and Anilys (41 p.) = Transportation Facilities, add'Malyses'(46p.) Economic Characterlstics, Inventory and Analyses(146 p.) Physical Resources, lnventory'and Analyses(117 p.) Community Facilitles,�Inventory and Analyses(149 .) Land Use and 2cnlnp;, Inventory an Analyses(66 P. It should be recognized that to a , con:lderable extent the technical Information contained to this Environmental Impact Report is based on the Planning Background Reports.` These reports are available for review in the offices of the County Plannng Department. Following completion of this preliminary phase,'work on the Area Plan was begun. The first step In the formulation of an Area Plan Is the Identification of specific planning goals for the East County area. These goals are the skeleton of the plan; the framework upon which the various policies and recommendations rest. Goals and Mlectives The East County'Area General Plan was prepared to further several long- range and on-going goals for the Planning Area. These goals may be summarized as follows: 1. Agriculturet' to encourage the'preservation'and enhancement of agriculture. 2. Planned Camrnwrtltyu 7 14 dlevelop a="sensell of community through the development of safe, healthful and attractive living environments and a range of housing styles, typal, and cost ranges to suit varying needs ; r � � S�� 1} -dei a a ` �•} l I -.. .z w , i `if "�1� s 1. introductory Discussion A. Project Description The proposed project is the adoption of the East County Area General Plan, an amendment to the Contra Costa County General Plan. The Planning Area for this plan Is defined as being that portion of the county which Is east of Bridgehead Road, Deer Valley Road and Vasco Road, as shown on the Location Map at the beginning of this report. The Planning Area is bounded to the north by Sacramento County, on the east by San Joaquin and on the south by Alameda County. Thus, the Planning Area includes the south shore of the San Joaquin river,east of the Antioch Bridge. It also includes the Delta islands, Delta waterways and Delta lowlands of Contra Costa County, a unique recreational and wildlife area. The East County Planning Area extends westerly to Include the lower, east-facing foothills of the Diablo Range and the adjoining portions of the San Joaquin Valley. the Planning. Area is bounded by Alameda county. The entire Planning Area has a strong agricultural orientation. . Evolution of the General Plan In 1963 the County General Plan was adopted for the county Including the Planning Area. Over that period of ,time there were some minor . amendments to the plan and several cop, wide General Plan elements , were adopted. These tactor:, along with growing population In the East County, possible shifts of emphasis In the priorities and aspirations of residents and property owners In the East County, and events taking place outside the Planning Area combined to generate a need'for a comprehen- sive review and updating of the General Plan. This General Plan study was triggered ordered by,the Board of Supervisors In 1973 as a result;of hearings on the Open Space and.Conservaton element. At that time the East County was placed in .an :'East County Reserve Area" land use category, thereby suspending the 1963 General Plan. The text of the Conservation and Open Space Plan (p. 26) established the following criteria for judging the appropriateness of land development projects within the East County Reserve Area: "In view of these characteristics and the consideration that the long-adopted General Plan Is In effect suspended by the Reserve Area designation pending completion of the area plan revision, It Is necessary that no developments be approved In the Eastern County Study, Area that would substantially Increase its population,,add to non-farm development In areas being used for agriculture or with productive agricultural 30113,substantially add to population or population densities In areas not served by both sanitary sewer and water facilities, change significantly the character of any part of the area, markedly expand any non-agricultural use area, generate signitkant-volumes_,of ,traffu.,or origin-destinationpoints, ?1 � 9 d + 'x M r t� - a # r �} Ji A'" '.3s, .xk-->y°f:+� t }i�''" a:es+3«_� ;:.:trsx {""t w spa ;-2 d+�i" `,..-t}-#%• .ro-^+'�<.� �t �YY Not?"W-1 LIST OF TABLES Page Table 1 Comparison of 1910 Land Use In the East County versus 1970 Land Use In the County 3 Table 2 1973 Land Use, East County Planning Area 3 Table 3 Existing School Facilities, East County Planning Area 9 Table 4 Existing Fire Protection Facilities, East County 11 Planning Area Table S Land Use Categories, East County Planning Area 18 Table 6 Analyses of Selected Domestic Well Supplies, 32 Bethel Island Table 7 Vegetation Types, East County Area 37 Table 8 Rare, Endangered and/or.Unique Wildlife and Plants 38 Table 9 Bay Area Air Pollution Control District Episode Stage Criteria 44 Table 10 Comparison of Acreages of General Plans 49 f LIST OF MAPS Paste Map 1 Marsh-Kellogg Watershed Plan 13 Map 2 Traffic Flow Map 13 Map 3 Soils 22 Map 4 Geology 23 Map S Seismic Susceptibility 26 Map 6 Watersheds 27 Map 7 Flood Prone and Flood Hazard 29 Map 8 Vegetation 36 ,s 01,989 Page_ B. Any Adverse Environmental Effects Which Cannot Be Avoided If This Proposal Is Implemented S8 C. Mitigating Measures Proposed to Minimize the Impact 39 S9 1. Planned Community 39 2. Recreation Community 60 3. Agriculture Core 60 4. Agriculture Residential 61 3. 61 Agriculture Recreation 6. Recreation 61 7. Industry 62 D. Alternatives to Proposed Action 62 1. No Project 2. Conformance with Countywide General Plan 62 Categories 3. Increase Minimum Parcel Size in Agriculture Lid 63 ` Use Categories 4. Phase Development in the Oakley Brentwood 63 Planned Communities 3. Place Foothill In Large Parcel Major Open Space 63 Classification 6. Revise Proposed General Plan Land Use Map 64 7. Balance Residential Use with Anticipated 64 Employment Opportunities 64 i a. Energy Alternatives • E. The Relationship Between, Local Short-term Uses of Man's Environment and the Maintenance and 6S Enhancement of Long-term Productivity F. Any Irreversible Environmental Changes Which Would Be Involved if the Proposal Should Be Approved 63 G. Growth-inducing Impacts of the Proposed Action 63 M. Organization and Persons Consulted; Documents 63 Utilized 66 I. Qualifications of EIR Preparation Agency Appendix 1 69 Appendix 11 70 Appendix III 71 r • nn ppQ }} L �; '_ •• _.p t* �, k `iT.�+4xi4 '�.4,r,*^•c aF } s 4 -yt .�j ? rx;.1,i f .�'�." .�.' €�s2cz.'' = ��.g �" s*y`�`s�` a.� "';41`4-644"� :.` �.u.....�.. „ 5 TABLE OF CONTENTS Page I. Introductory Discussion 1 A. Project Description I B. Environmental inventory of the Region 3 1. Physical Description 3 2. Existing and Surrounding Use 4 3. Utilities and Community Facilities 6 4. Circulation 12 3. Plans, Ordinances and Policies 17 6. Soils and Geology 20 7. Hydrology and Water Quality 24 S. Vegetation and Wildlife 34 9. Wildfire 38 10. Open Space 38 11. Socioeconomic Considerations 39 12. Air Quality 42 13. Noise 43 14. Historical and Archaeological Aspects 43 13. Energy Conservation 46 � 11. Environmental Impact Analysis 47 A. Environmental Impact of Proposed Action 47 I. Viability of Agriculture 47 2. Uneconomical Parcel Size and Cost of Operations 48 3. Absence of Guidelines In Agriculture Residential 48 4. Land Use and Population 3. Schools 30 6. Sewage Disposal and Water Facilities 30 7. Circulation and Traffic 31 8. Geology 31 9. Seismicity 32 10. Stream Hydrology 32 11. Delta Flood Hazard 33 12. Overuse of Delta Waterways 33 13. Water Quallty 34 14. Vegetation and Wildlife 34 13. Economics 33 16. Housing 33 17. Alr Quality 36 18. Noise 36 19. Archaeology 57 20. Energy Impacts 37 Q a4,#2444 /!ter ��%���i? �-'�` �w �"� ».►�s- ,fit x a 4 .All' �1y ' . Yx " lr (r,�jrzi 41 '� ��ar`y i�at����Y�;Ai' i113TYt3 ter'=, `iC S� rllR��•-..t�'�i,x V .` �1t i.7 i/ •etc Yx,y +4 �r r4 3 y' 4l i a s NORTH 16,000' F`` " jN /pts P} y h`"+ j ����'�•`�Fi MIND � • • r • • a : ��4��"y� , �,. • • • • /Mnn•d Cannwrnihr � � •i i••••• + �y,�Z,,.X�S"r`" ''r,'i '�" � It•ir••dinCirrr�nitY j • • • • • p,n �i AI ..•.•.• 1�/wtrY ' `�• ;"Yy�r'.. ,• • •• f• 1 „'\,� ,����,4�i,`�Zj,+. � � � 111,�i'aY AMrMIhN ��t' r ! • • �•�� y+,'yr,� � til .1 Cir'• �Y� • i •: • �^+�yti��`<�`� � AMiiYlGii•S�•irtlllin ♦r , .1bNIN .,�r•. ,�„•► . �j r"t A�MiWt�w'l1i�iMidN rr,. ,� I71 `' •• • of •4b.i b •••r•r►•r qo WA P Mf PROPOSED GENERAL PLAN R r NORTH 1" s 16,000' J000 SSM —44 w Onr� 1 � ♦RNMI{M t \ MlMT�000 y , .• ti A Contour Interval'- 200 ft. TOP06R#ky . ,.. :k.•at& .. ,'o n.. _,8�y..v a..,,.��'r�.���:.ti..Y, as,r-*�.3A.:'erea ,___�. ......._� �..,m >.vim.t� +��."�+*t'r"�. �.��tE"' t.� ."9. rs ,.IUO Vista S,. �� ! s cl ' daft lob-. NORTH co Y � • � • j ��� s�t y .�, •r Lli'h,•l1• ...1 EH - '���.��5ea`�`' ' �,• ,.°•N;", �1 f�M... � � y sibalr:A'_3'•"Y�'1''-;i�1 ��'A;' tnto - t+e:.,n goo Pittsbur ' oc y spot► i rot 404* JL ^� 3 w t t i ..w. ti - v sr•ui/s. ... sixtph- e..aj WwMM'a ,'e'4'� '� Miii� r � • SMY�M•• .��, YA•p t� •,.r. `r 7�•a.a.t.. 1 UTPt �A K11�,��`'•..��I�1fNis �a- 4^' ir '' � .. `3' A �;a" y. j-.- +'�.�"�k eG` -s w,.r• i•. 7z ? 'i' .. . ..,..,... ,. ,. :.•y t. :,?,--,Yrts.r{s.;�.sir, �r�.s;:'.ye.° - -- '.rr - '��t •;u. l'OEJJ T ORY OF S I G11 I F I CAM DELTA NATURAL RESOURCE AREAS '_ j• SIGNIFICANT NATU11AL I� r'frS'4Ui CE A °AS A. COUNTY OF CONTRA COSTA r= " Map Name of Area, Location Type of Area Comment,,��, IAV Antioch Sand Dunes, Last Delta sand dunes. ' ►sJoaquin River. Habitat California legless lizard. ot Sap Us t��A►sN�Wlr IJiEA� a, IA2 Antioch Sand Danes and Quarry Last Delta sand dunes. Habitat of .: �i� Canyon, San Joaquin Inver California legless lizard. Behirrl ''1'rj� (one mile east of Al). dunes is a scenic re-vegetated quarry with high value as park (except for occasional industrial emissions in , area). c ( 14aT IWo�ANMa% ARBA !rrJb it IA3 Antioch-Pittsburg marsh. Large marsh. Open apace between MdN�N�r ARk.n industry. IA4 Big Break. East county near Emerging marsh. Tract flooded in Bethel Island. 1930'x. IA5 Browns Island, off Pittsburg. Uplands habitat. Blue heron rookery,,', - � r''� ter �N T�nNaw AO.�A1 •�� . y � r IA6 Eucalyptus Island, north of Uplands habitat. Flooded island. • ,;,, y. Clifton Court Forebay..,, i�� t ' IA7 Little Frank's Tract, west Uplands habitat. Portion of the state- l; of Frank's Tract. owned flooded island. IA8 Quimby Island, southeast of Uplands habitat. Some marsh. Largo • Frank's Bract. white tail kite population. N, r' 1'�+ 'M IA9 Rhode Island, south of Marsh. Flooded island. Excellent Quimby Island. wildlife habitat. - �►crcc.nc � c �t� IA10 Mt. Diablo, in eastern side DAPC area Contra Costa County, but is a Delta visual landmark. \ Partially a state park. '4 . ut7T t1J '1'1,�A1N1Aflr AkCA1 , .t IAII Unnamed tidal channel islands All channel islands are designated I in False River (north of "sigiificant" but these are especially Frank's Tract). important. Most levees are without vegetation in this waterway. See also ,i item IF2. IA12 Coulter Pines, Black The northern most limit of this plt ine Diamond Way (Coal Maes ea) which is characterized by large cones. Ncn to 'Pc+.uW�vtr dR6A i' . tit}t '�`�o�ce•'pnQe,-p,� • 1_ ry.,< — .Re. :r r ';.� .�.> .:�: "�:'v•�'°+?!k.: p _ .`'�''�.:., •itis._ ��5;.+.._:�...%Y+1e4�silsj'�':?�Y�:ed �R.;'. wu .5i. •:-Y`,-• - .....�... •. 1 � y�. aU-,.� y. '$`tc ar s.-sTFr v6 mrx l�i, � �„ �-•_. ,�,.i-- v"a"F:�4 ��x63;p�i��"�+ .. _. #E 't-e'er' �J �... i .J ':s=• OA(!T RECREIIT 10! RY OF S I G(!i F I C IAL RESOURCE AREAS A. COUt1TY OF CONTRA COSTA ti III. SIGt1IFICAt1T RECREA`1'IO►lAL ' RESOURCE AREAS r Comment Location Type of Area 14ap Mame of Area, Last Delta sand dunes. Scme access is possible if controlled• Habitat ' IIIAI Antioch �3n Dunes, San 3oaquin River of California legless lizardmust be protected. hUt :�� i'�NtSlNtr 1�V<<h /4r Delta sand dunes on river with well 4, IIIA2 Antioch San �p��v�� vegetated "canyon" (restored but 4 'Y'y� Canyon, excellent for use. Sce�esions• (1 mile frcM Al) subject to industrial lizard Habitat of California' legless �Ktc 1tS r�nNl,�A�;h trn.tst be protected. Emerging marsh. Sones ,ak East County, near Flooded tract.. IIIA3 Big Er- upland for recreational land use• . Bethel island industrial zoning threatens. `kti Uplands habitat. Sane marsh. IIIA4 QuimbY 151" Potential park, but no access now. Marsh interior of flooded island- E IIIA5 Rhode Island Controlled nature study possibility from cabin on stilts, but access is now hazardous• •' Springs are �. old spa, in disrepair• is for sale. IIIA6 Byron Kot Springs active. Private property + The southwest entrance to the Delta. IIIA7 Bethel Island Marinas,• restaurants and "staging area" services. A sub-region of scenic rolling hills. Contra Costa Hills visually attractive, open space for IIIAS Eastern z tourin6• Good cattle grazing land' SOur�C: 'ijn'1'C Report -1��1C�1 '►De11aAc�ot\�kin`�,•"• to Go" and does not imp1Y !S This listing is nota catalog of "Places ofaaccess is possible or even desirable without or auezest that public or a>r least thorough Policing and ownership, owned, although a public Investments, The management. Most of the hpubllii trust A�its restraints• few are also subject to the A potential or present value as recreation areas are an identified planning and management Programs-area's some cases, sites, as enhancement or investments can increase the resource area's v ue. In others, no alterations should occur. M i 76 > �1581 1 ',4'Jr;;!.:�cr.trtutn!'� ""'.•»� t �,y t , A t awn ;I 4 r �► t; otor e nd Dead Wvn Paorr. Sitnl,JtiL. f r "' Jk S1Qx)yt f\ r I N �� "-.4.� �; , ! Lt YI-,Qy$u}Qtpt1 Match • » i ...r j PtospOCt 51OUQh Mmah r1 Fimeh Iola th ( Marr SkxKyT N / Atrmn Milo � C4tti*xtso00 MIY .NI (MIX (��) f { �.. �t kur�aa+,rHiac T di!� "'r+ w» p«+�T•. tile r1ank¢Trac w L •` rap .� , � t�� f, �nt;. 1 N•.„ MtftM#:� � M�♦: \.11 t .. .M.i r. i Antioch PittstRllg mar Mtiocn6and0urw5_1 13+9 t3reOuinh•a »• _ r w... �k Will MT.Qizbto Fthsodo j s Significant &Ita Natural r Trap r , Resource Areas 'fir` } "" �"' �, M+cM RIVOr July 197$ Ityptus tstartd • A generalized map showinc: fir• .moi Cha W th locations of key resource x»».:" �,. arwAcfiacetu areas identified ,p »¢� "' +y�,�� .i' .irarsaSlough for prq- servation. Smaller areas !_`�`�. °�° not shown (e.g. , all unleveed 7' _ , j,��`.outh eLake _ "'f SouthGounry channel islands are classified �,,;: J , i ParkRipati8n as "significant,") 6yrat 'Ct.)Swek. `FOrf�St i i �• RM1 ElmGrnitt4' apt SACRAMENTO REGIONAL AREA PLANNING COMMISSION 19 ,-w I�I �1 ��Iillll t! 1 r ■ .� �+..�w.' al.+,w�e«.+!!+.r•+� .e.!!� w.e�w •i� '� ' ` •'� THE Fo L 1, ovi Ila �1 c 0 vo 16(,;) ARE AT T► ME of IL M � Nti NORTH .1" 16,000' f goo^0116 * uMnrar.ao�l� f r.yy.w f so Milo ...•� s' y •rj�--- �" �'•%yam-.•,,,�. \ � � r ��-- t iI�— ...� � • .r.J .Major Waterway ,�.: "� ��� .. ��uC;.�. kc►h> Ct•, Proposed Channel Improvements _ :a « �, , Impprover c L • wtl pnt• h• Improved Channel -rah^ -�= 'K1� '�� �v"' _ Dam. L� MARSH - KELLOGG WATERSHED PLAN MAP 1- ' 1517 9 � t#QRS�(1(�O' n UC11if Sand o►°°4o (0toA Sand .01 .. -Sca�'t�cced Sand hitt, dais are ack%ve? gvs�rxtes, �. ., Contour Interval - 200 ft. nn TOPOGRAPHY `� . ► 10978. 777+7 7 7 7 7777 +�n+�^'...+..'^-^>--„*^'S^..:...��...-,w�.•...:._,�rr.....�.�...,.e. ..• ...... .n:..: -sem' tY 1' , ,•. R/ �,� , I� ..,. i_ � ! .4 ) ,�f+ •t✓,� ,rI•J�'� �r rr J � • ; �'��•� ..- •.� , , ,j �-�J � X1k,wl1 i �� e 'J.'y�v+tr6 i�'^� .� 1 �� , •JJr r/ e '+rtt try `,�;'�5 � t} - •�i'r +li ' -� ��� rr l'.• ups! r.,mL �� r ,�>., Jy.!� i'.lrj;'' .�"J` ,.. y � j�, �•� ''•�f/1 r,r � r} rl l P i � .i , .�o r��_ Y r r r�.'r iy • } '. 1 r' � t..y ,,r.r' ,.ty,.���).S' v`�J�� � � (( �_•r' ./•'�,^). , Ilii t`•liry. � ` r .;1. �t,1.ri.lfe �` 'r r rr�..i r"- •ry 4� �..�'.._.. '�� r1�.• . .1 .: # !,' r ti .1.J f.' �, w� - ,i 1J i-'7�---•-etl l�y��� `,..' \.:r..._ ' - 'f 4. .. err r., ' .��'�,/r':., t <:�•'r , ='��11S�;r�i+t'�+;�,, 1 }�� y r;-'i' •�, 1ltalsr tt• ` 'y u r">•�.:.^�.� /'� .,�*� �f -., ter.._._ � �. t� t, Ly[: �•J�.vl� T-,0`ki �(;7 {' !1.,��r� �..x.. �•• ��� `K t�('2,1.•,< .y 1�,,+tLi a �"� i .t�_ i /j) .7 � .i� - t����_,,.,,..��l..,,wr« 111 /x;I/_.. � (,.;�;.i, • . i �...�" ��r/�t� �� f./++, till � '`"f•'�'"�' .� 1 t ?r-, n •y,�. �.1} � �� Ats1 ,per t ,��►�� ��_ " ! •11�-1� � t~ �� �� �...'_jij`'•�"yam -...�'i �V ' [(/ 'tr � ir } � .• ���{���i w� ,t� 4fiton �z nii�,.•{�r" t C�� y.,.,,;� ter' `�`� �;.- t �' "" ;..��1 ,0 F I t r �� •j "� ` �`.-fir_fff��` • � 'V• � t '.'�� '�� '���-rte.\ �"" �� �� 1• i � - 'j Ti•i nY �'_ tvermo, , i� 'N..,�, aJ`,��•..+� , . -,� t/ y yI r+..lhp$};iik� t.'+•..� .' ,+{'�r�+ ?!}, }l:. '1 Y"(\,, A rr('ytr�`• +i ��� \ C td v1 R � 1 v ♦ ') � +q ��'t •�1���t� �•• ,�+ �1�'S��'"��,,� S � �1"�..� '.l Si��`��,�1 7i�, � t i , . + � ��Na�Z�y,,�� � ^.�;� �t`4+.'K+\\\� � � :.y^,�rS„ '` '1jy 1 +tx ���t� �*+,>� ,r ,. .•.\`\ {l}}u`+,�r'jr1' r ` �l t�� ,�; � �l �'�;,t� �� t�{^� 4�� 2 �an� �`� 'f:i•`< T�+1y}r.S11'•r t+t'�}, ,� � `:1', +� , �."/torr `{ `ty�)\j�� �n�i`;w`�It .t r�l�1�• �i*��+r'{�r%, t4: ♦ `.i'�f�•�l�,{j,� `,y���f,!t'�4i tl+art�' ..+,�• t ,��,(1 ti l� \ � �e��t� .t;.{nil �(Aft, ��1t�i +rtf'N'tl'� �R �t+a tf�t• �'tM C r k '},R �.�y4t •t ,�. f #�}l!'�I ''7t v ,�,•U�"�tYlCi t+ \+ ij i��1,�#I.,S+�\Y�+/\t"-+7•4+i:�a1CtYNi+.lrl,��:r;i.,!}��'a�,t '�. =a, �.� . -:k:�a .`a.;,.- -. „e Tr€,.:.._. ...�. 4.-'-ii]1'. ,:4.:�`..,;tz.,rti'�. :;i, i .�1i• �' f177'•• . /^ 3- ( Response to Stonebarger Letter The previous response should be amended to acknowledge the discussion of trails on page 28 of the public hearing draft of the East county Area General plan. (OT ' may. Response to Letter From CCRCD 1. Mineral Resources. The U.S. Ecological Survey has prepared a map titled "Hap Showing Mineral Resources of the San Francisco Day Region California - Present Availability and Planning for the Future" (Misc. Investigations Series Map 1-909) . The portion of this map which pertains to the East County area is reproduced on the attached figure. The legend is as follows: Resource Symbol Peat (in delta lowlands) Horizontal line pattern Natural gas fields Croun-hatched pattern Glass sand Dot pattern (Domengine Sandstone) I In addition to the mineral colmnoditien specifically identified by the U.9.G.S., there is demand for the Delhi sand which occurs in the Oakley Sandhill area. This sand is used for fill in pipeline construction has a variety of uses in construction projects. It should he recognized that the conservation element of the County General Plan has specific policy statements which are intended to -encourage the protection of mineral resources. The reader is directed to the policies an page 47-48 of the Open Space Conservation Plan (1973). 2. Channel improvements. In response to the comments of CCRCD, Map 1 has been revised (see attached map). Response to ABAG Letter Unintentionally, the responses of April 5th failed to respond to the comments on "Preservation of lands with resource and/or recreational value". The ADAG comments indicated that the DEIR could be supplemented to suggest programs for actively preserving unique recreational areas. At present the primary means of ensuring that natural areas are given special consideration during project review is through the environmental review which is performed on essentially all applications processed by the Planning Depart- ment, with the exception of building permits. The Planning Department has developed an administrative map series (scale I inch-2000 feet), which covers the entire gamut of environmental factors, and including the natural areas discussed in the Delta Action Plan, prepared by DAPC (see attached inventory) , In the long run, public aquisition of natural areas, open space easements or other reasonable but affective means must be found to protect these areas. 2o- r4 77 37� 'M'k -0 1 Supplementary Environmental Impact Report Responses (April 27, 1977) Due to time constraints, the ETR responses distributed prior to the East County hearing of April 5th were appreviated and some items were not fully addressed. The following supplementary responses are intended to amplify and clarify staff response to the written and oral testimony received on the draft EIR for the East County Area General Pian. The supplementary responses, along with the responses prepared for the hearing of April 5th, are intended to be final and complete. Cover Sheet for EIR Resrones Cover sheet for the rosponsos distributed prior to the April 5th meeting includes the response to testimony that was received at public hearing held on March 15th. The cover sheat should be amended as followsc G. Testimony of fir. Ronald Nunn (March 15, 1977) H. Testimony of Mr. Charles Pringle (March 15, 1977) I. Testimony pf Mr. Garry Leonard (March 15, 1977) Response to Public Works Memorandum of,Fabruary 3, 1977 The Public Works memo requested that the EIR discuss mitigating measures for flood control and stream hydrology. In response, the East County Area General Plan recognizes that the Delta lowlands and islands are subject to Inundation as a result of levee failure and/or flood flows on the Sacramento-San Joaquin Rivers. The land use element of the general plan designates the delta lowlands as recreation or agriculture-recreation. In the agriculture recreation area the proposed minimum parcel size is 28 acres. Ilia proposed: plan does recog- nize the existence of the Discovery Day Planned Community, and the Pothel Island Recreation Community. In essence the proposed area plan reaffirms the long range plans for recrea- tion-oriented development on Bethel island, but the proposed plan does not expand that committment to development. It should be painted out that land development projects along creeks, cloned depressions and areas protected by loveas are subject to technical review by the Land Development Division of the Public Works Department. During this review careful consideration is given to flood hazards and related problems (eq. erosion, drainage, siltation) . As a result of this review, conditions are imposed on applicants to ensure that reasonable but effective precautions are incorporated into the improvement plans to mitigate the flood hazards. 74 P iy _ 1 T gg Y'�wr�f ,$ �,.¢ J t At Uie reccxrJ Public hearing on Uic County Area General flan, Mr. Gerry Lennard made three ccninents on the DEIR a. Fire [Yp3rtnent equitanent in Uie East County is not surplus equiFxnent. b. fire Lepartrr_nts in Uie East County are not substandard. c. He reaffirms the intent of the East County General Plan Comnitt.ee to establirli a ten acre mininn in the "Agriculture Core". p4sponse a. Ilia statements in Ure DEIR are taken frau the Carnunity Facilites Planning Background Report which was prepared for and presented to the citizens committee. b. The Fire Departments in the East County aro volunteer fire departrmt:s, with some paid personnel. As the investments and population in Uie East County cannunities continue to grow, there will be a proportiomat:e increase in the need for services, wre and better oquipnent, training facilities, and the like. c. The DEIR re moends that strong consideration be given to increasing Ute minimum parcel size in Uie "Agricultural Coro". , V 1h 7;7 i 9 Y ai ♦ L{ 1f +`, s:+a+ ..,.5 Via, -�<.......; r..,'; "Lc- a•` ,r,�♦+,. i C x z t a t �. �'. F ,YTC.TC Fi_I`:`y RM At the second public hearing on the East County Area General Plan, Mr. Charles O Pringle made several remarks on the DEIR. These remarks are suwmarize as follows: a. Pringle considers well water in East County superior to CCCV1D canal water. b. Pringle stated the discussion of the circulation system in the DEIR was misleading and needed to be strenghthened. Also, that Highway 4 was to be widened to 100 feet. c. Pringle challenged a statement in ,the DEIR that the Delhi sand has a . slight limitation for septic tank leach fields. Pringle stated that there were no limitations for septic tanks and that septic tank systems were not a threat to ground water quality. d. Pringle offered his general impression that the DEIR was incomplete, inaccurate, and that virtually every page contained serious errors. Response a. Ground water quality in the East County is not superior to CCCWD canal water. It should be recognized that CXWD O es a detailed chemical analysis of canal water at its Oakley plant. If this quantitative chemical test data is compared with chemical analysis of well waiter, the differences became obvious. Over the past several years CCCWD water has been consistently lower in chloride, TW, boron and ninny other signi- ficant chemical constituents. b. The discussion of the circulation system is taken directly from the Circulation Facilities Planning Background,Report. It accurately reflects the studies of the Public Works Department. Highway 4 presently possesses 32-40 feet of pavement from Bridge Head road in Antioch to Discovery Bay. In many areas the State has acquired a 100 foot wide right-of-way. Long range plans call for the eventual widening of Hiahway 4 to 80 feet of pavement. However, no funds bud- geted for this purpost, and there is no likelyhood that Highway 4 will be widened to 80 feet in the forseeabTe future. . c. The statements on the septic tank limitations of the Delhi Sands and the possible threat leach fields pose to water quality are taken directly frau the 1974 Soil Surrey of Contra Costa County, prepared Soil Con- servation Service. This is the most authoritative source of information on soils in Contra Costa County. d. No response required. a• _01,572 " _ � ..,x _e.ew�S'i�'�-.�. .`•1Ku'.`*., s;k��%.vw°. .{`i[F,3 Yv-.�, ;t Y a'',xa ..,F1 f.. a+ . -_' ¢ - �'`'s. -,Y At the first public hearing on the East County Area General Plan Mr. Ronald Nunn made three comments on the draft Environmental Impact Report. His remarks are summarized below: a. The draft EIR, on page 35, identifies two categories of Open Space: (1) Recreation and (2) Water areas. Mr. Nunn indicates that only public awned land should be disignated open space. b. The draft EIR, on page 33, indicates that the salinity of delta waters must be reduced. Mr. Nunn stated ,that during the present drought, surface waters are still suitable for irrigation of agricultural crops. c. The draft EIR is incorrect in stating that row crops require six times mare water than orchard crops. Point-by-point res[Mse a. On page 37 of the East County Area General Plan, waterways open for public use and not in private ownership are defined as permanent open space. Additionally, publicly owned parks, recreation areas, public utility rights-of-way, and managed watershed lands are defined as permanent open space. This designation on the land use map includes Frank's Tract, Little Frank's Tract State Park, Clifton Court Forebay, t John Marsh Hwa, and Syron Hot Springs. b. Sana agricultural crops are mrore tolerant to high chloride content waters than others. The most adaptive crops include sugar beets, barley and corn. The sensitive crops include tanatoes, lettuce, many other vegetables and most orchard trees. Thane is a general recognition that protection water quality in the delta must be given a high priority. Long tern exposure of the soils to high chloride-content waters will result in a build up of salt in these soils. c. The amount of water utilized for irrigation of orchard and row crops depends on the characteristics of the soil, nature of the irrigation system, type of crops, climate, arra other factors. Roo crops typically require at least twice as much water as orchard crops. The irrigation district has made an application for grants to increase its pumping capability. Provided these improvements are made, they will ensure an ample supply of irrigation water. � * r+.asr �r��,s�,,� rt ..;,�w�• ��r.��" Cdr t... �..- -- �x�' Wilt res ,o. P2sponse to letter from Mr. Gene Stonebarger (dated March 5, 1977) 1. Preparing a DEIR for an area plan is an unusually difficult task. An attempt was made to prepare a comprehensive DEIR of a readable length that addressed the planning issues facing the East county. 2. Table 2 was taken from the Land Use and Zoning Planning Background Psport. According to page 37 of the proposed area plan, open space land use cate- gories include approximately 3,300 acres of water areas, and 12,400 acres of recreation areae. 3. The DEIR sum=izes information on trails from adopted plans, and the source of the infoxmation is referenced on page 16 of the DEIR. The proposed area plan does not appear to address the question of trails. 4. Industrialization of a recreation area can have an adverse affect on the entire gamut of enviromental factors. However, the DEIR does not make the ass rpdon that the two uses are necessarily inoampatible. S. No response required. b i9 t� pi Si • i> �r%,i �' ar ti#x��-, �s*• t�'7�k p -3�'�� day; �`� _'�7� ,��.t xiiti:a.�,.,��xka.,� r=k,.�ss�.:m..Ft�7 .�,» -i �t•7�� / .t �_tr,�,u.�0-moi- K f �•�-- J \� � ���.[—✓L•�/ %�"•�.,i�+ :�JK "'.l� �'.t.E'►�"s..-,...,.y,� LM� `''�'La�-rl.�.:.VCV_ •ifs��' -'vk ol )01 S 01.969 �����, �� , � ki�� � � •C��"`may„ ���• �^R r �.+«; 3��`� �� �=:ac'ti�y�. ,X��`, � tr � # ����3 4_f"��K�:t�c�a ,� r� MAN S2 CLANWN4 :'r rLr l,.1FU1 .. o IrK Ie � �� ;�.„,o�-�. r•.•-..�(� rv-cl�"�-�- a-�-�+w �'�+ w�-/% iev.e� � jam, �- ��I{•p�(.rJ Summa ry This project is consistent with regional policies as long as air quality and land use mitigation occurs especially in the East County area, Un- fortunately the OEIR/S does not discuss specific mitigation strategies although a "shopping list" of potential measures is provided. At this phase of the project design it is simply unclear how mitigation will occur. In view of these considerations, staff recommends approval of this project subject to the participation of affected communities in the regional Air Quality Maintenance Program now being undertaken by AGAG in conjunction with its '1208" Environmental Management Program. AGAG staff will con- tinue to monitor the progress made by East County communities to recon- cile land use policy conflicts and to mitigate adverse land use impacts. oil' � � S .. :._ `. �at*4-4':'.ti��k`)¢;#.Y'niif�fi-•E 7=j'�r.xdis'�y+-+i'z;�'�s�n MF ii �z f M0 A more significant impact of the ctrowth accomodated by this project is the need to expand other public service systems to serve new populations. As stated above, Highway 4, east of Antioch, is already congested. Although minor improvements are planned, MTC staff has indicated that major improve- ments to this facility are not programmed in the Regional Transportation Plan. Since new employment opportunities will likely be very limited in East County, substantial numbers of new residents will probably connoute in great numbers to either [lay Area or Stockton area employment centers. A1- though new industrial growth in Pittsburg or Antioch could minimize co+nmu- ting distances for East County residents, new industry would also increase demands for additional residential growth, hence the need for mitigation. Lacking significant new employment opportunities (on a large scale) in the study area and without transit service, increased commuting and attendant air quality deterioration would be in conflict with regional policies which encourage decreased commuting and the location of new residential develop- ment close to employment centers. New residential development in Discovery Bay exemplifies this conflict with regional policies. Originally approved by Contra Costa County as a second home recreational community, the development is now being marketed as a year-round residential community. As a second home development, its impact on commute patterns and congestion would likely be minimal. As a residen- tial community of eventually 15,000 people in an isolated area near the Contra Costa County-San Joaquin County Line, its development constitutes the creation of a new urban-center in an area removed from nearby urban ser- vice cores. Elsewhere in East County, population growth associated with the first phase of this project will proceed at a modest level and can'be mitigated in a number of ways suggested in the Draft EIR/S (panes 4-2,3,4). Accelerated growth in local population serving employment, tightly drawn sewer service bounderies, agricultural preservation zoning are all measures which would minimize adverse impacts on regional policies. Again, the East County Area plan, the Brentwood plan revisions and LARD actions would seem to provide appropriate planning opportunities to assess mitigation measures of this kind. In the urbanized portion of the study area (Pittsburg, Antioch, Shore Acres) the impacts of the project appear less severe than in East County. Most of the growth accomodated by the project will occur in urbanized areas. Accord- ing to the Draft EIR/S "...roughly half of the additional residential develop- ment will be single-family attached homes...approximately i/4 will be in- filling of vacant land within the developed area, the remaining fourth will be redevelopment,.," (pages 6-49,51). The interceptor link between These communities will stimulate low density residential growth which is antici- pated to consume 4800 acres of undeveloped land between existing developed areas aligned in a linear pattern along the North Shore. This development pattern may have an adverse impact viz-a-viz increasing transit use, main- taining or reducing VMT and maintaining air quality. Substantial invest- ments in new roads will be necessary as a consequence of serving new subur- ban development on the fringe of existing development areas. As explained in relation to the East County Area, all of these impacts are potentially adverse in terms of regional policy although mitigation appears to be feasible. 011- f u °.. �..� . ;. yr. .^ ._ ,: •„-. r ,. ..a:�Yx�g�,�'T'�"`"7-, F_.. .�r„x�.s"�,}wa-�`'�5��`s,S}`s s`Y'�{,e��-'�'.,�•?`� .._ fi• Staff Comments and Recommendation Staff recommends appruval of this project subject to applicant's decision to participate in the Air quality Maintenance Plan and to mitigate adverse land use impacts through local planning processes now underway. This project is designed for implementation in two phases. Initially, im- provements will be made to achieve water duality objectives and to upgrade the level of treatment. The first phase provides for limited capacity in- creases in parts of the study area but total capacity will be less than the design capacities of existing facilities. The growth inducing impacts of the first -phase (as described below) are significant but can be mitigated through existing land use and air quality control mechanisms. Under Phase Il where the planned capacity increases may have growth-inducing impacts, the mitigation needs would be more substantial. The costs of expanding other service systems (e.g. water, schools) to serve the level of growth that can be accommodated by wastewater treatment would be higher. the phasing program appears to be a mitigation measure itself as it will afford time for local agencies to assess the fiscal feasibility of further expan- sion and its implication in terms of escalating costs of providing other public service improvements and mitigating potentially adverse impacts, especially in East County where excessive growth would generate increased commuting, a deterioration of air quality, and congestion of Highway 4 where traffic flows already exceed capacity. For. Phase I, the growth assumptions specified in the DEIR/S are basically consistent with the East Contra Costa Area Plan which is now in draft form. Phase lI growth in East County would serve a population which is considered very high in the draft East County Plan. Phase 11 will not be financed with State or Federal funds, unless grant allocation procedures change. Implementation of Phase II will require passage of separate bond issues. Since there are indications that the local agencies may have difficulty financing the local share of Phase I, • the ability of local agencies to'finance Phase II is by no means certain. The proposed project calls for local treatment facilities in the East County communities of Brentwood, Byron, Oakley, Discovery Bay and Sand Hill. This design appears to be consistent with achieving a compact growth pattern in an area which has significant amounts, of prime agricultural land. Gravity interceptor links between those coninunities are not part of the proposed project. This should minimize potential adverse impacts of "leap frog” development in rural areas, although the Draft EIR/S does anticipate that this impact will occur in Oakley, Brentwood and Sand Hill, in part due to the extension of services to areas now served by septic tanks (pages 6-51 ,52), These impacts may be mitigated through a number of possible land use controls. Although the DEIR/S does not specifically link the discussion of adverse impacts to specific mitigation measures, the draft East County Plan, pend- ing revisions to Brentwood's General Plan and the policies of the county's Local Agency Formation Commission all can provide means to check the spread of low density residential development outside of existing communities. �tl�H ; ^sr*"`b'k'a'H'�w4'ti :_,`. Tu"�b%";;+:•x'". '�,'',�3�,tSh'�i� ;: h,� *.��P��` .:•i:�4<t, 'i;>ra „ . ,:, a+°: wak _M«rIP r Grant File flo. f,2-76 Executive Board: 7115/76 ASSOCIATION OF BAY AREA GOVERNMENTS EXECUTIVE BOARD REPORT GRANT APPLICATION SUM14ARY AND RECO14MENDATION PROJECT IDENTIFICATION Applicant: East/Central Contra Costa County Wastewater Management Agency Program: Construction Grants for Wastewater Treatment Works Environmental Protection Agency Project: East/Central Contra Costa County Wastewater Management Facilities Received: July 30, 1974 Cost: Total Funds $40,504,000; Federal Grant Request $26,357,000; State $4,393,000; Local Funds $9,754,000 PROJECT DESCRIPTION This project would provide facilities for treating and disposing of sewage from East Contra Costa County, including Shore Acres, Pittsburg, Antioch, Oakley, Bethel Island, Brentwood, Byron, and Discovery Bay. The Agency is proposing to undertake a project consisting of the following elements: Conveyance of sewage from Shore Acres, Pittsburg and Antioch to a sub- regional treatment facility located to the east of Pittsburg, The sub- regional facility will provide secondary level treatment with disinfection, dechlorination and discharge to the surface waters of the Sacramento River at New York Slough; Local secondary treatment and land disposal by evaporation/percolation at Brentwood, Byron, Discovery Bay and Oakley (including Bethel Island); Ci Local secondary treatment, disinfection, dechlorination and discharge „i to the surface waters of the Sacramento River at Mountain View (via marsh enhancement) and at Port Costa. Capacity of the sub-regional facility has been designed for two stages: Stage I will handle an average dry weather flow of 9.48 million gallons per day (MGD) suitable for population projected to the year 1986; .and second stage flow of 12.47 MGD suitable for population projected to the year 2000. 0.1. 3A ! L� n°,tet guava W� �a C� .�t-s,-s•-, x�*F X71 � °t£�, �`X�kt'r ,Y'�,r. s -r ice,# —J— 2) that the East/Central Contra Costa County Wastewater Management Agency seek commitments from affected local communities, Contra Costa County, the Contra Costa County Local Agency Formation Commission and special districts to limit growth in unurbanized areas (e.g. hook-up restrictions along the Oakley-Bethel Island interceptor); and 3) that members of the East/Central Contra Costa County Wastewater Management Agency participate in the Air (duality Maintenance Plan of ABAG's Environmental Management Program. The DEIR could be enhanced by indicating the degree to which the East County plan as proposed is consistent with the Executive Board's recommendations. Staff feels that plan alternatives such as D1 and 04 (pages 63 6 64) which imply that land for residential development would be released at a rate com- mensurate with employment growth in the East County are the most consistent with the Executive Board's recommendations. The proposed plan's policies which call for phasing development based on urban service availability could support these alternatives. Agreements with the Contra Costa County LAFCO and special districts providing urban. services could be secured in con3unction with these agencies' review of • the proposed plan. Should any questions arise regarding the above, please do not hesitate to call. Sin erely, L V John H. McKoy Director of Planning and Programming Attachments z ii yy� ��tair,�a t yv z -4- the East/Central Contra Costa County Wastewater program: "Lacking significant new employment opportunities (on a large scale) in the study area and without transit service, increased commuting and attendant air quality deterioration would be in conflict with regional plans which encourage decreased commuting and location of new residential development close to employment centers." (Grant File N82-16.) Generally speaking, it is the more urbanized areas of the region (such as the East Bay Plain and the Peninsula) and not the East County area into which re- gional policies seek, to channel mayor new residential growth. This does not mean to say that no housing should be built in East County. Clearly, some new housing is needed to relieve existing overcrowding, to off- set low vacancy rates and to replace substandard units which cannot be reha- bilitated and must be demolished for public health, safety and welfare reasons. New units will also be needed to accommodate the formation of new households among the existing population during the planning period. Housing unit in- crease attributable to the latter factor, however, must be related to the changing demographic profile of the East County. if, because of the lack of educational and employment opportunities, those within the household forma- tion years continue to relocate out of the East County area, then the need } for new housing units for these groups will be correspondingly reduced. It is not housing per se but housing built to accommodate large numbers of l people who will not work in the East County area--people whose housing needs could be met closer to the employment centers on the Say Area that regional policies seek to guard against. As the DEIR indicates, the implications of the East County developing as a suburban based community where residents have to commute long distances to work are profound: "Increased traffic will deteriorate air quality which could threaten agricultural productivity. Residents will have to assume a consid- erable tax burden to support community services. Urban sprawl is encouraged. The rural character of the East County area as an agricultural service center will be irrevocably changed". ..."Long commutes are not energy efficient and the single family home is the Y least energy efficient housing type." Concerns like those above helped form the basis of the recommendations made by the Executive Board in the East/Central Contra Costa County Wastewater review: RECOMMENDATION • 1) that the capacity of the treatment plant at Discovery Say be reduced to be more consistent with the "E-0" population projec- tion to mitigate the impacts of suburban sprawl in the East_ County area; wd4 ', i,`ar $"tsPa `r -3- The DEIR identifies the possible impact of these conditions on development in the East County. It recognizes that communities such as Discovery Bay and Bethel Island could be severely damaged in the future by either flood- ing, earthquakes or a combination of the two. The DEIR not only questions the appropriateness of locating residential development in these hazardous areas but properly suggests that careful design and engineering is needed to minimize the risk. Staff agrees that the proposed plan should more affirmatively address flooding and seismic safety issues by establishing policies and programs for hazard reduction. ABAG's Land Capability Report (attached) may be useful in this regard. Preservation of lands with resource and/or recreational value (e.g., fish, wildlife, vegetation and parkland) The Delta has been altered considerably in the past, primarily by the ex- tensive levee system. Areas that still remain natural or are being allowed to rejuvenate are important in that they are characteristic of the Delta and serve as valuable habitat to native species of wildlife. The DEIR properly identifies deficiencies in the East County plan in not recognizing significant natural resource areas such as those contained in the California Natural Area's Coordinationg Council's inventory, the State's Delta Master Recreation Plan (1966) and the Delta Advisory Planning Council's (DAPC) Delta Action Plan (1976). Contra Costa County has already recognized the value of these natural resource areas by its participation in DAPC. The DEIR could be supplemented to suggest programs-for actively preserving such areas. With respect to recreational opportunities, the DEIR recognized, as does the ABAG Critical Area Report (attached), that the Contra Costa Delta waterways provide recreational opportunities unique in the Bay Area. The.East Bay Regional Park District has shown interest in Big Break as a regional park and there may be other areas in the Delta that due to their size, location or unique characteristics would be suitable as parklands. The Delta Action 2 Plan contains an inventory of significant delta recreational resource areas, several of which are within the Planning Area. Although appropriate areas should be made accessible to the public, recreational activities should be managed to guard against overuse, especially since water quality in the f Delta is already in a precarious condition due to increased salt water in- trusion and high boron content. The DEIR could be enhanced by identifying future acquisition and management options. Promoting a balance between jobs and housing_ - • The impacts associated with -the separation of housing from jobs were perhaps the most significant concerns of the ABAG Executive Board in its review of 01W �'2fY -2- The adequacy of the DEIR could be enhanced by a more extensive treatment of regional concerns: o The preservation of prime agricultural land o Adequate commitment to earthquake hazard reduction o Preservation of lands with resource and/or recreational value o Promoting a balance between gobs and housing. The preservation of prime agricultural land The primary objective of the East County plan, i.e. , "....the preservation of productive agricultural lands in the Planning Area on prime soils, so that viable agricultural activity may continue", is not inconsistent with the Executive Board's concerns. The policies of the East County plan which promote the retention of agricultural uses both respond to consumptive de- mand for food, help keep employed many East County residents as well as have the effect of channelling growth into urbanized areas where public services can be most efficiently provided. As the DEIR indicates, the preservation of agriculture in the East County will be no easy task; land speculation, water supply/quality problems and inefficient agricultural parcel sizes are making agricultural preservation in the East County difficult at best. Only with appropriate programs that affirmatively address the numerous problems facing*agriculture can the East County plan truly meet its primary objective. Staff concurs with the DEIR that the minimum parcel sizes proposed by the plan for the agricultural land uses will not be sufficient to retain and pro- mote agricultural productivity. The DEIR and the Plan ought to be supple- mented to include more viable strategies. These strategies ought to include public service and LAFCO policies which discourage the premature conversion of agricultural lands to urban uses. The DEIR should clarify the relation- ship of the recent sphere of influence change for Brentwood to the agricul- tural core area designation of the East County plan. Adequate commitment to earthquake hazard reduction In January, 1977, with the adoption of "Regional Earthquake Safety Issues and Objectives" the ABAG Executive Board expressed its concern that local governments plan in a way that reduces the potential property damage and loss of life from seismic activity. The entire eastern portion of the Planning Area is underlaid by sediments that are highly susceptible to shaking and settlement during seismic activity. The East County plan per- mits recreational and planned community development (in recreational and planned communities) in high seismic risk areas. In addition, the exten- sive levee system in the Delta lowlands creates the potential fol, serious flooding problems. Flooding may result from overtopping of a levee or, more likely, from failure of a levee. The situation is exacerbated by substandard levee construction and the location of levees ,in areas of high seismic activity, r� t AK_.i+nf. �,.�� Association of Bay Area Governments Hotel Claremont Berkeley,California 94705 (415)841.9730 Vin, �' rn March 1, 1977 ` '`. Cn Mr. Arnold B. Jonas Contra Costa County Planning Department Post Office Box 951 Martinez, California 94533 RE: Draft Environmental Impact Report East County Area General Plan Dear Mr. Jonas: Thank you for the opportunity to comment on the Draft EIR for the proposed i• East County Area General Plan. , The following comments are those of staff and, except where noted, ought not to be construed as official ABAG policy either in support of or in opposition to the proposed plan. In general, the Draft EIR is to be commended for adequately identifying a wide range of local and regional concerns regarding growth in the East County area. As will be indicated in this letter, however, several aspects of the DE1R could be expanded upon to make for a more adequate Final EIR. Regional Interest in the East County Area As recently as July, 1976, the ABAG Executive Board, in its review of the East/Central Contra Costa Wastewater Management program pursuant to OMB Circular A-95, reiterated the regional interest in the East County area, Generally speaking, the Executive Board was concerned regarding the impacts of excessive urban growth in the area. The Executive Board was also mindful of the opportunity--which local offi- cials and East County residents had to address such concerns. As indicated in the Executive Board's approved report and recommendation (A-95 Report #82-76 attached): ...the draft East County plan, pending revisions to Brentwood's General Plan and the policies of the county's Local Agency Formation Commission all can provide means to check the spread of low density residential development outside of existing collmtunities." Y 41cmesentiln Liy Zh�1 Gotuv4y Csa+ xun++nNn it1 Tf�i , ni i rrur+ n 13 y � ylry......... ±L.,"a1`i}. Response to letter from the Resource and Conservation District 1. The proposed plan would do well to include a map which shows gas fields, quarries, and other areas possessing known or suspected mineral resources. Reasonable but effective policies for the protection of mineral resources should be incorporated into the East County Area General Plan. 2. The land use designation in Table 2 are not those of the EIR but those of the referenced document. The General Plan Committee restricts the definition of open space in the area plan (page 37) to recreation and water areas and intentionally excludes all agricultural land. 3. The its of the CCRCD is correct. There is an inconsistency in definitions and or acreage figures. 4. The text of the EIR and Map 1 should be corrected to be consistent with the convents of CCRCD. S. The text of the EIR should be corrected to be consistent with the comments of CUM 6. The figures used were those that were available to the writes. 7. The o=ept of the CCRM is interesting. The discussion in the EIR was only intended to indicate that as long as agricultural land are taxed on presumed development potential, the preservation of commercial agriculture will be threatened. 8. The text should be corrected to agree with the editorial correction of CCRCA. 9. Agree. 10. The text should be corrected to agree with the editorial correction of CCFCD. 01 N58 4 - .,,..?. ,> ti ..�,E.r�.A ;;.x.?s.�a,.�U�a,=.x .n.z:;�>.. .,r_:. s ,..._ _ �fy.u..,<, .. •r- _ .._ ., s _. `?; _3r�i • EAST COUNTY AREA GENERAL PLAN CP 76-48 Page 2 i Pages 47, 60 and 63: It is suggested the land be taxed on @oil" capability class rather than agricultural productivity. As stated, it has the connotation of taxing management ability rather than the natural capability of the soil to produce. Page 48, Item 3: Change leech to leach. Page 59, Item C 2: We believe this is the time to consider flood plain management rather than wait until both the channels of Kellogg and Marsh Creak are completely urbanised. Page 60, Item C-4: We suggest the word underlain and simply stats the designation agriculture-residential area includes some prime soils. Underlain connotes a subsoil may be prime. Thank you for the opportunity of reviewing this EIR. If we can be of any further assistance, plsaie don't hesitate to contact w. Yours very truly, THOMAS W. HOLMES, District Manager CONTRA COSTA RESOURCE CONSERVATION DISTRICT TWH/m G��L•'�,w} h..yf)11 "_V� ."�i+rr��•,ate.}Il..'y-1i�.I+!�' JE j�;:•!,� r •. .. •r13�� r jf•. i:. - {rl•" r `;•'tS;; aiti'ri�'Rv:liZ! M+ ;� lrf ;}• ,�.Qy,, . 1',: '�1't3 rL ti,^'j.: + �'%f:� +ri. "•; 1► II i f �<� 'F L• i rf 1. { • 1 y 1 ! !•,. .I' 4 4 �! '/, �� / .. 1 N 1 � •i. a p. .�• .i }1 Jt � pq.'+tf' rr /<. f_�' s ti +••�•. �f �'i x• / t.•,.1. s 1 t ,j' f'�� �, r. 4 ..'-• t{. � � t":;� �.. ,"t-....11•.x••J +t xJ�t';; /.������f.,al.`{ l r+�•j"t} ��J�•�r� �/ r j M x , , ©. f, ` 5552 Clayton Road • Concord,California 94521 Telephone:(415)-017-1780 4 ` - January•31, 1477 g.� `'� .. . `';`•,;. ���',�,'+�J f Mr. Darwin Myers M.'!�t'•�r•.rn fAr • Contra-Costa County c/o Planning Department " -- P.O. Box 951 Martinez, California 94553 SUBJECT: CP 76-48 EAST COUNTY AREA GENERAL PLAN Dear Mr. Myers The Contra Costa Resource Conservation District has reviewed the above named Environmental Impact Report and has the following comments It is suggested the map entitled.PROPOSED GENERAL PLAN be revised to show existing industrial sand pits along Camino Diablo Road as wall as the " oil and gas fields which would constitute industrial areas. I Page S, Table 2: It would be well to define vacant land as open space. Page 6: In the definition of various areas, there seems to be some die crepancy in the existing and that being planned, particularly in mineral ex- tractions and water areas. We believe the Wedron-Silica company has been issued a permit for extraction of silica sand on approximately 1200 acres. This, plus other existing sand quarries, and gas and oil fields, would greatly exceed the 350 acres. In water areas, if Clifton Court Forebay and Frank's Tract are to be included, it would exceed the area indicated for water. Page 10, Flood Control: It should be mentioned that the Marsh Kellogg Creek Watershed is sponsored by the Contra Costa Resource Conservation Die- trict and construction fuiide supplied by the USDA, Soil Conservation Service. The Marsh Kellogg Creek Watershed Plan, Map 1, should be corrected to show the completion of 2 1/2 miles of surface drain ditch north of the city of Brentwood and vest of Marsh Creek. Kellogg Creek channel is erroneously indicated as being completed when, in fact, it hasn't been. A side channel reservoir should be indicated on Walnut Avenue south of Brentwood. Page 21, paragraph 2: Should read Classes VI through VIII since there is no Class V in the county. Page 41: It is suggested the 1975 acreage figures be used rather than' the 1970 figures in order to give a truer picture of existing conditions. PUBLIC WORKS DEPAI'IINENT CONTRA COSTA COUNTY Date: February 3, 1977 To: A. A. Dehaesus, Director of Planning Attention: Arnold Jonas, Chief Environmental Assessment From: Vernon L. Cline, Public Works ,Direct By: L. J. Reagan, Assistant Public Works Director, Land Development Subject: Draft Environmental Impact Report for the East County area General Plan. We have reviewed the subject report and offer the following comments for your consideration: I , The report should include a clear critique of the existing transportation facilities, their projected sufficiency, the future need for additional facilities and available alternatives. An evaluation of the impact of the various alternatives and their mitigating effects should be discussed. The required implementation measurers for the circulation plans are discussed on Page SS. This report should discuss the impact of these measures. {•i{., Mitigating measures for flood control and stream hydrology should be discussed. Drainage Area 290 was recently formed by the Board of Supervisors; others are pending. ' $. In this, and future EIR's, please identify Mr. Stan Matsumoto as a member of the Public Works Department. MM:c1 v , c 1 015.` •a '�d.�y"��y+ ^+ '�r�r 3 �. '�a* iF'31i. a�''k'.k "�-Y:Za .''x,4Ftg a,•,t ::. r ��, } £, �x.. :.,,. {uz..x'�i_" Y 't �i,� y:_ }: KRK STAT2 Of CALIFORNIA EDMUND G. BROWN 1R., Ce.nrnor DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT 921 - 10th Street, Sacramento, CA 95814 (9 445-0434 FEB 15 IQ 43 177 0@ February 11 , 1971 Mr. Heinz Fenichel Assistant Director of Advanced Planning Contra Costa County Planning Department P, 0, Box 951 Martinez, CA 94553 c/o State Clearinghouse Subject: SCH #77010403 Dear Mr. Fenichel : This department has reviewed through the State Clearinghouse the Environmental Impact Report for the East County Area General Plan. In general the EIR is informative and well-written. On the subject of housing, it is noted that the planning area has a relatively low median income an aging housing 'stock, high ( � levels of overcrowding and renter overpayment," and that less than 1% of undeveloped residentially zoned land is zoned for multifamily use. On page 56 the report states that "the plan does not specifically address the area's housing problems." This statement arouses our concern because Section 65302(c) of the Government Code requires generalpilans to "make adequate Provision for the housinneeds of all economic slm ants of the community". We recommeni that the present EIR deain greater detail with the social impacts of the area plan's failure to. address the housing issue. In a conversation with Mr. Arnold Jonas on January 28, we learned that a separate housing element of the Contra Costa County General Plan is being developed with an expected completion date in late 1977, We look forward to -this document in the expectation that it will address the County's housing needs. If we can be of any help in the development of the housing element, through consultation or review of draft material , please don't hesitate to call Bill Murphy at (916) 445-0434. Sincerely, s'.1 Norvene Foster Chief 01t9tiQ cc: ABAG =' 1 L. Frank Goodson • Contra Costa County -2- February 2, 1977 The final E I R for the East County Area General Pian needs to include guidelines that will define the permissible air pollutant loads that can be emitted in the planning project area between now and 1990. Without such guidelines it does not appear possible to determine the consistency of the East County Area General Plan Amendment with future air quality goals. The proposed General Plan Amendment area is also located in an Air Quality Maintenance Area (AQKA) where an air quality maintenance plan- ning (AQMP) task force team is -formulating techniques to integrate air quality considerations into planning decision. it is important to evaluate the ultimate impact of this project on future air quality in Eastern Contra Costa County, present It in the final EIR, and identify the project's compatibility with the above AQMP effort. 0 'William C. Loc ett, Chief • Planning Division { cc: W. H. Lewis, Jr. M. Nichols J. Ryerson 70A-tx^\{ A 7 ?y�.`�;�,jf. �v+FY..iF..;y�wTYl.++Fja.'p ,wq,�.•li�ryJ:yi?i�f'+1'�SHv,.M('d`jd`.+1.'"%i:•15,:�4:M4�- Y4•.FrkF#OaP ac Ylrnt2.�r...;4'�,'+4T�.e c�.:.,'t :apf�'�';`• t. -•'�.•:-.t•hK-�ro:cr,,.rs+.--..:!5'•°` �x��x'STr.ar.t'Ri+.,,.*, ;�.r.,w..c�.,4.. :r ,.: ^�i',-c'-.. .�".. ..... ... .:. ..... .. .......a`:,.. ...: `t.. a:4 - -t�'6rll .=t•:'1..?a 1 r.gi+r�:+yt',"•'fir'- .�_ �•a vL. c' ,r-rv.;;jr4ic^... •t� .l -yr.'i'J r.Y�„ ;y j•; '' r dl }. .<KGr- ..(er'sa.. M ..Iyi... .ai Y.' �<>"`: ��.{.v�.�:,•.t�:_, .>s:. _ 't=' t..:;.5'': _�t-..Afs':rr`;::<:_�i.=6'S;,>.:k:`.�iE-"3ir,• `.'� m> t'.4�;Ft�.% `F:';:'ti:r..r�.e"t:�. 'ar. >..e.:;,;- <; .�rv..;c. r,.. +ri'i;: y��r, +F''",`�ha1-`.;+"+ rts.P #'y%:....:. ::,.<_ �,r ?x�✓�t��='.'p� _���>><'' xr.,rsy r > 'r•r?:y^3•r .. r.•.:i../:t...:z+.: -,r ..,,...--z L'.•-_ ,..r, ?3 f s..,.kyM :.�:t,' ,+>!• - ,.A.:, .s.ris-t.ara T{l•.'0,'-'�k'„j^::.,:.. .:6 rt: .,._,,..t. s?f,. ...� _. .K...p.�. .�l.yyy, �:u;'°t $ .y',r.;.1a�:y2.-; ••.,!.;:� .��'sr%..f - � .ro`w.:. � +.;':r.:::.�:'s.; Ir .`•,E ::�-'.� hr:. `.s4i`�.^� �'-_� 'sV .N. :e :r.y _Sr`t•.1 .. #ctiE Of �:llli�. mire GOVERNOR'S OFFICE { OFFICE OF PLANNING AND RESEARCH R F! "�r, 1400 TENTH STREETr-- 40tl SACRAMENTO SSS14 �{i « �/AN"f7 EDMUND G. DROWN Jn. 1 (91€) A45-061? February 24, 1977 arncl,! P. Jonas FC eox 951 Martinez, CA 94553 SuEJ£CT% SCV* 77010403 - FAST CrC1!'TY ArFA I-EMPPAE PLA!, Ceer yr. Jonas: This is to certify that State review of vour envirantrencal document is COmplece. The results of the State review are attached. You shoulla rescond to the coTments as reouired by the California Fnviron-' menial Duality Act. You should address your responses cep the (� commencing agency with a copy to the Clearinghouse, , Sincerelv, , William c:, Kirkham Division Chief State Clearinvhouse . (916) 445-0613 Wr,K/pca Attachment(s) cc: William C. Lockett, APP Mary Schell, Library Ken Fellows, ^WR MR= y' k' t*: s, +•q X �,A'.?Tanu..+`�tiF*ai�i�`'kp _..:;.{E�^•��,`{E�``''nz� - -a..a, -�i� - '\- •^s� t �r�..�- _ !�.e,•fit;:'-*;.tit"L:'�3=' . .'�}r�- ., �'� d r :. i C 1 i� "•, k d a� r d ,+ A � t T d f '�,Ls".t"{F idr� ,, j b s � A rf. J{qd - F..-i-wF^x+' s,f t �Y + :fT r� xd-x r�.r .1 gy r-n�:i7� zk �;S"Y".r�v..a 2'-�t""'.r r vT'� .r=e, rr�,:. "��".. ��4te�r7• s._'"'7�.ryst #'�C.,:.S.,yF� yit}j•.. S- ( ,� f r *` ,.i k r ' ✓ t!' tvY RESPONSES TO MEMORANDUM FROM THE CALIFORNIA AIR RESOURCES BOARD (Dated February 2, 1977) The letter prepared by the Air Resources Board directs the EIR to include guidelines that will define the permissible air pollutant loads that can be emitted in the planning area between now and 1990. The Air Resources Board, although It has considerable expertise In this area, did not formulate any "model Guidelines" for consideration by Contra Costa County. In evaluating the feasibility (and desirability) of adopting such policy guidelines, the following points should be stressed: 1. The vast preponderance of air pollutants In the East County originate elsewhere in the San Francisco Hay Area. These contaminants are conveyed by westerly winds into the planning area. It is for this reason that authority and responsibility for regulating emissions have been given to regional state and federal agencies. 2. The County does not presently possess the scientific data base to formulate meaningful air quality policy guidelines for the East County Area.The Area Plan will be updated periodically,as the need arises. If The Air Quality Maintenance Area (AQMA) task force formulates specific • recommendations for the East County Area, these recommendations should be given careful review by the Planning dtaff. Depending on the ;t appropriateness of the specific proposals, the AQMA guidelines should be considered for Incorporation Into the Area Plan. i ). The proposed East County Area General Plan attempts to direct residentla, development into "Planned Communities" and attempts to preserve commercial agriculture. The plan dole snot o establish the public commitment to heavy Industry. Any app y Industrial use In the East County area wUl require approvals and permits from local, regional, State and Federal agencies. Air quality and water quality are certain to be carefully evaluated, Just as they were In the recent application made by Dow Chemical In Solano County. DWMdh a YF r; nT _ r A RESPONSES TO COMMENTS ON THE EIR FOR EAST CONTRA COSTA AREA GENERAL PLAN The following are responses to written comments on the EIR which were received as of March 8, 1977. The Draft EIR, these comments and responses, hearing testimony and responses as appropriate and other information as necessary will constitute the final EIR which will be considered for certification by the Planning Commission. The following agencies'comments are considered in these responses: A. State Air Resources Board B. State Department of Housing and Community Development C. Contra Costa County Public Works Department U. Letter from the Resource and Conservation District (January 31, 1977) E. Letter from the Association of Say Area Governments (March 1, 1977) F. Letter from Mr. Gene Stonebarger (March 5, 1977) • G. Testimony of Mr. Ronald Nunn N. Testimony of Mr. Charles Pringle I. Testimony of Mr. Gerry Leonard �� �U jai a:... '4�¢ `u.`4�` r..t.•, j�};e�'t, L 1F.,�. tr a' `z. f x j 'r . Planning Department ' Contra Costa County -2- April 1, 1976 It is clear that these circumstances were neither recognized nor provided for at the beginning of the process and our task at this tine is to avoid compounding errors by taking the right steps from this point on without undue delay to the Last County Advisory Committee. We feel that the East County General plan should he formulated to significantly incorporate the positions of the City of .Brentwood as to land-use in the territory surrounding it, = irregardless of present city limits or sphere of influence. It is the territories beyond the presently developed areas of the City which determine the future of the city and in which the City must make every effort to accomplish offoctive planning. It is most desirable to have the City and County General Plans in close agreement. To this and, the City requests that the County planning Commission --and staff and the East County Planning Advisory Committee make every effort to expeditiously review and consider the currontly proposed Brentwood Gencral plan land-use clement in the hope that OWN the Brentwood General plan and the bast County tleneral Plan aro { compatible. Si cerely, ' n-e PaAn__er City Clark GPsvrg attachment z: 01549 + ,£ t ,y i - '.4 ^ • L � APR � 4 2 CITr Lir •:, . BRA T � o . 1� OOD April 1, 1976 Planning Department Contra Costa County Administration Bldg. 651 Pine Street r Martinez, Ca. 94SS3 Attention: Anthony A. Dehaesus Gentlemen: Please be advised that the City Council and Plnnninn Commission of the City of Brentwood, at their i'oint meeting; of March 3n, 1976, unanimously endorsed the Proposed 1976 Land-Use lilcment amendment '-to the Brentwood General Plan which will now undergo public hearings prior to formal adoption. A map of the proposed revision is attached. t � The cause for this action is the City' s deep concern with circum- stances wherein the Last County General Plan Advisory Committee has nearly completed their draft plait recommendation without having considered or made any attempts to accommodate the Brentwood General Plan Land-Use Element revision which has boon undergoing preparation simultaneously, and despite numerous requests from our Planning Director to County Staff to do so, since early in 1975. Since the early stages of the Committee's efforts, representatives from the City have worked as part of that committee, and by mid 1975 began to voice concern over the apparent absence of a mandate or mechanism, in the Fast County General Plan formulation process, for input and opportunities to incorporate aspects of the new and concurrent Brentwood General Plan. County planning staff has taken the position that, despite the concurrent City General Plan drafting that the County policy does not permit consideration of the now Brentwood General Plan beyond the existing City Sphere of. Influence, or of any plan proposals that are not officially adopted. Since the existing City Sphere of Influence is minimal and based on the 1973 Brentwood General Plan which was an interim plan (Suspending the 1965 GP land-use by classifying the entire rentwoo Planning Area as "Open Space", to support the County-City Interim Moratorium pending; completion of the Cast County and City General Plan and allowing a minimum urban core for development during that period) , that present sphere must be recognized as interim for the same reasons. 0154 ¢; : : 1 748 Thi,rl fir'#�itgrnia,941 13 uV+rnn� Ira 11c a t �i13:7,0 ,PDitrlcnni to 1.5!81n;35SR - I , s , f ttl'. I'<Il!1'I 111'1' •1 j.t,i). I(� 1�}ftl t` (Ni the viontirary, the Cl+etottittee way I-i-me•d after ad,/tit iists fir itse open Speer./(:anscrvatinn I:Irsrrut er ill(! CmIlity General i'lifil in recut;nititsn Of the GirCi11119tanGt7. Pleutionell among other rca:sosir.. Appropriate City participation was provided rrom the .tart with City C,otincilm.1j, Ct►nninithatn being in attendance at the ff rst meeting of til! Cttmmi ttoe In September 1973. City rlatn,ing Commissioner Snow hel!:11 1111tendinl, thectinit's fn Itecembor. 1973. lite City had every opportunity to appoint: Nhntn it thnurht hest x11ited 1.11 rrisrcscnt its interests oto the Cnimllittee, The "rirht steps" include the ItOmewhat hclnted City prenentatitm at' its itiont. 1•rcent11railnsnl. .1. well ns its future participatloll fa the itvarinlls tserore Lite Con►nty islttnning Commission and the Dowd or supervisors. w0 believe it would tic most itoiprsti to lite City'< cattse If jr coulil Indicate tint there ltas 110011 comatunity participntfun lit developing its "heti" General Ilan. 'rite extent to ivitich om City Isosi Llunit .•ort: Invorlsurfiteit lett} Lite Isatst County 1'1111 will depend not only 1111011 tine tic!slrcx elf tine City itui ntsn those of tho remainder of the Pest Cotulty comn11n1it.y. initially the Com- mittee Is tine hest judge of-the axten t to wh i cit tine (;i t.y pos l t 1 on is rensonablo oltitist the context of tine East („uunty pineelilp ltolicias. Itlfilmi- atoly the Board of Supervisors wi11 make thist judgment. As I am sura you know, n General !'fan Includes text an tool! as .•1 wisp. !•our letter had 1 ”::Lett;h" attitchett which is mellmit'ted ;I% Lite ttenernl Plan propnsal. A text ror this General 1'1.111 111.0114;4isl apparently slurs riat exist. Without a test, It wotif•d f►u highly spueniative %in our part, or anyone clsol s, to try to dotcrmine the City's poticics and Collis. .i Suffice it to say that I was very mncls diRnplsointail with your letter ini- eanse of Its iriacctiracios, errors, inferences nud Inck or attention to titr scrions Ind sincere effort of tint Committee find otor stnrf to prepare a revised Ilan proposal for the Fact County area. itrelntwood had ever opportunity to present its comments and rcaommentintlens during tit-1:1 rty- one months of Plan revicit tbno. Any sincere or seria11s efrort an the part of tine City tild rift become evident until very recently when there seemed to be u-h.'lsty effort to present a ".ketch" lacking a text. Any time you wish to fully discuss your City's plans and programs in rolu- tion to the processing of tho hast County fieri review, plonso contact mo and I will arrange to meet wIth you and unr staff, Since.lssy l# A11 t• tnty A. i}rhacsu5.,� 11 Bit ctor of Itlanutug MI):HPA CC =!Supervisor Linscilcid �� : :,. l•.. . {116 ti RN - is .., .. .. ... ... ... ........ .. . ...... ..- ,. _.... . ,+ _ ;��,. __ - - '3.,""°k ad`s:.�'.•• �Y.";,.:i.y:s,`,�``}i�. �.' '-3 .;y:•: `'+fir--v. �. ..k.' ( Fb . ('ncrtarr ti:r, II , 1976 month itlatu►ing In-riud by Ci U, Cfuntriiw:m C►tnnini;ltam :111#1 t:ity 1'lanniull (:r)mmi%siwicr Snow, tel» actenrled most tncetin1ls and particil►ated in tha vuti lit; nn prnpoga 1:: and i:►MICS, 11111.11 ill :uth•cnnaui 1.tec nte•ct i nw; and Lihu!:c of the Committee a; a whole. 'Ibis rcpresent.atiOil Kar: only dirnini,hctl Once ,ililmintment of your 1'lanrtrt• in ::ince Ifs slid nor at:trod any tnceWils herove the Apri i Ist meetie►f;. Aq per our prifir cn►nntcat., the "nt•w attd concurrent Orcntwood General PIM)" w1;t not In exi-ttcncc before Pohrtutry, While con;tideration of City poi icie:c it not 1 in ted to mole officially adopted I,thoul,h tho:tc would obviously carry grunter t.cil;ltr.) , there should bo Koine indicltion ►•lint any ideas repri:%entcd by individuaH sire either their own or hnve City recognition. In ri ibt•t• cane, lite Itnint i:s ac.adt:uric•, those no cununeatS there made to tine Gotrnnitl.ce by your Planner priur to April Ist. You state the "Cotatty 111a1111in1l staff IutK taken t.hr 111101,1011 that, despite the concurrent. City Guncral 1'l;tn drafting Mint the Cntntly policy slugs lint pormit consideration of tho•now Brentwood General plan beyond the exist,irtll City Sphero'af Influence, or of any pian proposals that are not officially ad0ptod," It IK indeed oto• practice to give fall wril;hr to Jural Goot•ral flans wilhin tftr .Sphere or 1 u f!uunc:c' ass i l;nrd to the c i l i c, by LAI'(:tl• I:vc'n t.huullh LAI•►:U ItaN denird tho 1ppitcatitill i►y the. ( 11.). for a unnh volarl;t•d Sphere tI.% Inappro- pritttc, Ci Ly prollosa is advalleetl(i f any) heyond its %phut: would !.t i 1 1 he given full consideration. The "cnnrurrent• City Cem:rai 1'1111 dral'tifill" or a "new Brentwood Genesi plan boyond the existing Sphere" did not exist lm any real form, neap or text, until last Isobruary. AL that: time a vory sketchy map became evident. Ile are still not awaro of any Conoral plan text. You voter to ".....the Ccnaty-City lnLerim Moratorit►nt pcnding completion of the Cast County and City (;sacrad 1'lall. .. .." No such moratorium over existed. We have repcatctity responded to this by indicating the suhsta11tial cxtant of processing and clectnlons nnnde no opI►licatlons shine the adoption by the Roard of Supervisors of the Qprn ~pacer/Consorvation IslCmellt of On County knornl I'lan in Aupust, 1973. Thronilh this action n classification known ag Use Fatstern County Reserve Arca was c%trthiished for the area generally cannwn with tho Liberty Union iligh School Ihistrict. The provisions of this Eastern County Reserve Aren are found nit pale 26 (see copy attached) of the (Ipcn Slinco/Con%crvat:ion Element., Ilp to Scptcetbt:r, 1975 with thew pt•ovisin11:t an a guide, Ida applications were approvt•d fill(' of 195 •atirntiticd. Twelve were dealed or wiLlalra+rt and On rent were prndintt. Must t►f the ol.her:: have: lit-ell ;holed 1111 sines ticptuueber, 1'lu•:ae fat:► ::cranf;l,v intlicale that no muratnri11tn has existed or exist:: in they East County arca, The critori.:h set. rorLh fill' pai;c 211 of the Opcn,Npace/Conservati11n I?lument are nsad in making determina- tions on applications. 1•ntt imply ". ..that these c.treunst:allcc:c wore ueellhar rocoi;nized nus provided tor at the beginning. of the process and our. Latak at this time is to avoid compuuttdi,ttg errors. Sx: - ., Y.t ...•..• •:.`t - -:iiJ`:,i:.;u:.:id<b t .t` :�lM i : 1 . hY.:. 1.. :s=.L::.....::.:: .k. AN m,•:;�;. td ;�{•�;,:s� ..t ,1•-1 .F;' �':: •-ti' �*: rlr:: E.:,..,,.. f . :x`. •.•4.s.. j •iii• _ ��1.: - 1 +:t ur�.eiti-s. .YYi�-.r• r�. _ .+ria ,',�:. .a,'S`R'4i+�•.N '�;•"' - lr".w. _ .:•.;..:..A�, t.r..'r .+f, y,,...3: "•a'. •:'v�+r«t'.k,'tl�;s.,•y ,"7C:;:d.:n...;.;.;�,je;._,.. `,4 it^:::; , -...�..,....,..., •.t ._,..if ,r,'•„'�'Ja•.3.J'dttr!' .rt.fw�?'a; r,l',•x'Ja'.'.,..�.- ,tt%1;”' y(�"...y., 1 a•ry epfil�'! - ,:3r r .p..qS: cC'1' rt�'�f jt.y�` .Y,,,y;r...•+yus'£��a���'�3ji,;-�-.".�sd�C., 'f s• _ - - .:jT an)r 8 q.T• h�1iS� .i. `4+E?W, •'S� •4 �'4•' ' Y�'{i 5�a y1, - -a "'x41.,,,.��-. '•`� -".+i ..:''::. �'''3w �,d, ,3 .�t,il.C-2,M1":#ur�� ..G'•�, -••,,,��y,9"_ ^'F1 ::ta+sti5'R:':" . t� t•i . Pnrsrt.nt''' 6LIy ' last .1.1111iary when (ilt•y lVerls illvil.ell its .1 mretinl! arr:wt;rtl iti y4fur Planner and I•Ir. Pl:ntt:Ilnn, ity ais.killt; Lo ser a clap or 41st or Ila: llropm;cd rt,vi:.ion to the Ilrentwood Ccocrati Pian. '1.110 111:11, had rlot yet l+rt•n preparcti. even in tic skc.tchic�t form, nor I% a text :ivai iattic :1s of titin day. I t is. ~till•, clear that far from hcfntt prepal•ed :tinutltanenrls.ty. the Brentwood Gcnprai ~'trot revisions prot,res.scd to pallcr only within tilt,' la•it. Lie') nulltti't of Ute l:mmIttttcc'st thirty-ant• morttlt. fir work. niis ,"vi•.inn" 11.1.4 heti City "ell- ttorscmcnt" for a totat of two days. prior to the dixctls.O41i1 with tilt Cum- mitteo on April let la!tt. The only statement even remotely resembling .1 city policy was the City's application to i.AI't:0. in ll.ty, 1975 to add li.fimi aeres of 1:11141 to I is j spbore of Influence. Thi!c .uhtni !tion did not mldten,& itKrif to latntl u:to ptittern,4. densities, nr#1an devniolaltent. ar as, or virciiiation. It. had, therefore. no direct hcatrlttt, nit the volitriit of the En-4t Cnitnty Gt,noratl Pian Iteviow. The npplicution was, not approver!. Your Brentwood I'lanner first indicalted his feeling that ihn City point fit* vlew was not reprosritted by its Committee members fit Wilbur 1975, nt wtti ch time no more specific conwncnt teals~ made. Your Planner hast had many mcet'itllss wi til our staff reintIng to lila ilei tit C01111111 Ill!I NervIces 1'ncI l i fy 111111 tai Block Gr.nits tilth lift Intent to dlstcliss Lite Banat County Cencral I'Inn after Ills appointment a,& at Committee mewhrr. lillritti; till,& time, It wtix pointed uut Hint lit, sells welcome to nt,trild l:t1n11111ttt`t! mrnllnl"; .11111 pre"tent. Ill% richt :it :illy time, a privilege nrcurdrsd even ra.uatl r#:tiloi•,& not till fhr• CnnuniLtur. lit, was ntivised than 1 f lie wanted to riAo prnpo.-ni!t for input into the General Plaut, they should lie identified :1st haillit oither itis own comtwot.:s or else some recognition by tilt, City woultl he neer!:%:try 11' thcy were to he considered City eomlnents. Ile dill not avail hiuisclf of the repcutcd oppor- tunities presented. In lachruury, your i'lunnt,r urranilcd with fir. Plnacha11 Air a presontatioll oi' the Cast county flan to the laity f`I:uining Commission an March 1, I976. Mien n conflicting schethlic caused cnncollation of that mect.inl;, file meeting was apparently rescheduled for the following week withnot antifyinp. Mr. Ptanchon or our stuff. tic learned of the scheduled uppcara nco of our staff on tie Brentwood agenda only •the day hefore the incothig !n a casual conversation with it nowspaper reporter. R}• that that, it was too into to accommodate the meeting. Again. the meeting had been schudulcd without knowledge of Lilo t Comittittoo or our staff. ' Volt state tit-it ".....reprosrntat'ives Froin the City. .. .hy slid 11175 beg. i to voice concern liver the appatretit ash;;euce lit' a maottatte fir incowui!;m, it, the Cant County general •ftall 1'ttrnullal ion 11rtiews:4, 1'or i 111111 and nlgatl•ttill i t it••. i.o iiicorpuraii.c a%pects. of the new ainl concrn•rent Itrcuiwuud General. These concerns were not voiced !11 mid-11175, Iitit rather after November 1975. The very establishment of the Committee provided the City with u•forum to CICIDdiscuss and bring for consideration any item or suhject desired: .nut• records show that the City was represented tittring most of the ~thirty-one leL „t ' - - '�`.:..ftp;,. < _ �-���4.t. .}�'�'ryai��:'.'•�.:�1- � irx51�N "yP^• • iii'' tes'`w mx�+,'y':.:, .... .snfati,�_'.v�-i.;."'.h�'!J:t,3'c•'a'xi;i��hx'"}'1r...,i���s5htiZc`?' '!�'+�'ktskis �•�'� P y� 5; .row .........' ... . _ .. .'.. -. .. -. . ........ ... .. ,. ... .. ._ .e ,.. .: ... __ .. ... .. ... .. ... -�.... . .. . .. ..-., .. , , - `'4 •VG'. ... iJlcJi II til :.� 1 �1.`X111 .. I1,.� I, 1 .... ...... J..•s,•. :IiuRly Minora.11,dunt I lurillnul.f Iu1111'„ :rl /�, • 1 /.1.'...,' I r.......... 1.O ttnr•1'.1 Y/dll.unl Id.l.uw '� 1•:II.I r.r., 'J... I I........... C ',tJ►tlRl•/,1.:dllnl lU:1 !1•t!TLt L 11 A l/ urmelrl l.Arrr1. -om 5n01d `71•harcn• IUuI!71 rl 1'r vuwl•1 ��� hl1.r•rl(l.Cmnp.u,b:l Vol Iten*3ij-Illi.(t p , ,;� •.•�. May i l , 11111 I I:wdn.lyd.• Jack.Sloddard '> flirhlnM111 ,�•cs'r' •'��.t��!•' Y:illinmY :Yatton III PIPa and 11.11 Mr, Ccnc I'ucrtilel', City Clark Ci ty of Brcimmod 7011 'mild Strcet Brentwood, California 94513 ' Dear Mr. Pocrtncr: 'Ibis is in rcRponsc to your letter of April 1 , HIM, conreruing tan East County t7cncr.11 Plan Advisory t:etmnIUve's cullytlr.Lifill of it+ work lrithnut havinll considered a 11MILWOod Gcneral Plan L;Ind lime lilemeot revision. I al,ree witIt the generalities of your Ivuer which indicate the doll lrub IIIty Of agreement and cooperntlon between the County and the Clty Genornl Plans, ilowever, I cannot agree with you that, considerat:loll was not given to the frit.y General flan, nr 01:11•. an availliblo City ininit rclat..ing to enunciated �• City policies was not utl l axed, Your leiter m: acs :, number Itf urrtmeuim mintl:mew% +:11th arc nut. in nucordnnce With the record. 'lite following. will correct: ticsc i tuills, Your letter states that tho ". . .committee has nearly completed their draft plan recommendation without hawing considered or made soy attempts to Ilccom- nlodato the itrent.wood General 1'I an (rand-thne 1:1 cutest rev i n i nn which has been t ttndorphip. prcparntion 51.multaneausiy, and despite numernn:a requests from our Planning Director to County staff to do so, sinco early ill 1975.11 '111e Colnlnittee has, in fact, cunsidored the adopted IlrcntWnnd General Itlao from tho inception of its work. as evidenced by the land use element pro- posed by the Committee. Not bei1t inrn the Itlun wv.vo tic idens of your Planner dcvclnpcd at the very cud of the Commlt•tcc's work. 1'hcmo idem did not oven represent incipient lircntwond pollcy until March 30, 11174 wilco an "endorsement" prior to public hearilign was Itivcu. 16von lite most preliminary ideas were not connuunicated to the Cumnittea, fnlluwiool; I-epented indicnt.ions by moor st.:1171' khat Ilrenumt:,d could :tad .should bri.nl; :Illy vuiscurns, coulmuuts and recommendations to the Colmnittee. Your 111annr.r al.tcuded Cmmllittae meeting-1 lit fcbrintry, March, May antl Aitti.i cl' til' 197., tolivre be did nut pr«c•Ill, hruiltwomd'v t:rntcmrna. The reason 1'"r Ibis, l+rubaltly, i:: that. 1111111 I.I,t Febrllary, no Imp or text existed indicating or sul;gost 1111, any vat'ianrc from the adopted City of Brentwood General flan, Our staff received confirmation of tills late -�` 01,544 .: ... ..... • •a-+,.-a:- ts-1 .t, 'p:J.• - •.• P` x t^{'-'ti.:t'nr;. .'.3.. max?,l�l. �•e 1 j.f� £:`.i:'.....: • 3:. r� is ,y' EAST BAY REGIONAL PARK DISTRICT ® 11500 SKYLINE BOULEVARD/OAKLAND, CALIFOr7NIA 94519/TELEPHOr/E 14151 531.9300 BOARD Of DIRECTORS. /0Nf/LLEAVITT,nnd-1, MARY LEE IEffEgDS,VK.fy..n.wl WILLIAMf /IRDIM,Tyn,i..;IgEDC BLUMBERO.MOWARD PAUL/. G_ .Ie.. LCOGLWEIL,CLYDE R.WOOLRIDOE . RIG"AROC tauOEAU,U,GeIw.&IH M.n.,.I 25 May 1976 Charles Q. Forester, Assistant Planning Director Association of Boy Area Governments Hotel Claremont Berkeley, CA 94705 Draft Delta Poster Recreation Plan: SCH 76050444 Door Mr. Forester. The plan notes on page 30 that the East Bay Regional Pork District plans to participate in recreation development on a disposal site on the southwest shore of Big Break in connexion with the Stockton Channel Project. Big Break is shown as a "Natural Area" in the Delta Plan and as "land to be studledand considered for acquisition." Our discussions with a representative of the Department of Fish and Game confirm that a recreation development as port of the Stockton Channel Project, done in accordance with our vegetation and wildlife management policies,would be consistent with this • "Natural Area" designation.' We suggest, therefore, continued communication between our two agencies to coordinate any preservation efforts of the Delta water and marshlond areas. We would also like to point out that the Contra Costa County Planning Department has recently published .I East County Area General Plan -A Draft Proposal," April 1976, in which a major portion of Big Break and all of its southwest shore is proposed for industrial use. This inconsistency would affect the ability of any agency to provide recreation facilities so desirable in this Della Area. Thank you for the opportunity to review this report. If you have any questions, please contact Barbaro Kent at 531-9300 Ext. 54. Very truly yours, Richard C. Trvdeau tt1 General Manager , cc: Fronk Waren, Department of Fish & Game, Lodi Contra Costa Planning Department US Army Corps of Engineers, Sacramento 1/ ML u'�'. EAST DAY REGIONAL PARK DISTRICT 11500 SMVLir1E BOULEVAROiOAKLANO. CALIV r)0141A 94519'TELEPHONE 14151 531.9300 BOARD 01 01911CtORt: 1014N J,LtAVITT,►r,ude"r, NARY LtE WPM%,%, "rr.«f.nr PAUL J.(IAOCtR, WILLIAM JA*Ogft t stn#.TRtO C.SLUMB[RO,NOWARO L.COCSYtJIt,CLYOt R WOOLAWL • RICHARD TAIMAU,f,"__d OA—p, 21 June 1976 Mr. A. Dehoesus, Planning Director Contra Costa County Planning Department Administration Building • Martinez, CA 94553 East County Area General Plan Door AAf, Deus: We have reviewed the East County Area General Plan Proposal and are very concerned with the proposed land Use Element in the Oakley Area. The Pian shows industrial use along the shoreline of Big Break. In the some report, Big Brook is discussed as an area of scenic beauty and unique wildlife resourca'and describes the Paris District's consideration of a Regional Shoreline Park and of California Department of Fish & Game's proposal fora Wildlife Management Area in these areas (page 27, paragraph 1 and page 42, paragraph 5). The designation of "Industrial" in this area would be In conflict with these uses and is additionally inappropriate as It forms a barrier between residential and recreation use. We sincerely hope that the designation of the Big Break area be reconsidered In view of the Important resources of the site. Thank you for the opportunity to comment on this report. We would also like to be notified of any Public Hearings which may be held on this report, Very truly yours, ae Richard C. Trvdeau General Manager I i RCT:BK:mb At 01,942 �.<.. . .,.,. t,a tiA.,... y, x F Pimminp Commission Members Planning Department COnira Andrew H.Young Count Administration Building,North Win COSLa Alamo—chairman Y 9. 9 Wlllism L.Milano P.O.Box 951 Pinsbull—vice Chairman h' 'nez.California 94553 County Donald E.Anderson Morage Ant A.Dthsetus Director of Planning Albert R.Compaglla Martinet Richard J.Jeha Phone: 372-2035 EI Sobrarde Jack Stoddard Richmond --. WBtiam Y.Witton rq Pleasant hill July 14, 1976 z Mr. Richard C. Trudeau, General Manager • East Bay Regional Park District 11500 Skyline Boulevard Oakland, California 94619 Dear Dick: Thank you for your letter of June 21st in which you comment on the East County Area General Plan report draft. We are aware of the potential conflicts you describe between industrial land use and a Regional Shoreline Park and Wildlife Management Area in the Big Break area. { The Draft East County General Plan distributed for comment is the recommendation of a Citizens' Committee established by the Board of Supervisors to study and make recommendations for a new General Plan for the eastern portion of the County. We are now formulating a staff report on the proposed plan, which may differ in some respects from the committee's recommendations. The Big Break area is one of our concerns. We have placed your name on the mailing list to receive notice of the public hearings. i u Sincerely ours, .p „l Anthon A .Delia .•us Direct r of Planning; AAD:ldc 01541ttr <' •"� ` tW..• 6Wal, `3:h t, k cx, ' � t ,..ea ♦ , the realistic option to: 1) Farm the land until urlm n pressures increase, then. 2) Sell the land for an alternative use more related to controlled urban growth patterns appropriate to the needs of the city. In order to allow such change in use required by changing needs. appropriate land use classifications must be established to permit a gradual transition in land use; beginning with the most intense urban core to the less dense uses on the city fringes and then finally out to the agricultural uses. It is our feeling that the General Land Use Plan by the City of Brentwood proposes such 'a transition to the east and south while correctly directing more intense urban growth to the west in lower grade soil areas. The City's General Plan would permit a gradual transition of land uses, keep intensive agricultural land out where land values are lower (and thus affordable), permit the city to annex a limited amount of land for future growth and to provide tax revenues to the city for this land. By the same token, no significant encroachment on intensive agricultural lands would occur on a regional basis since the city's proposed "transitional area" shall be limited to a quarter mile from their current limits and since primary growth is already being directed westerly and southerly. In summary, we would urge the Contra Costa Board of Supervisors to adopt the propos- als of the General Land Use Plan for the City of Brentwood and to bring the East County General Plan into conformance with realistic local city needs. Very truly yours, THE GARIN COMPANY ] Xfflc Qom+ • , .. , William 0. Garin President WOG:dz CC: 1) Mr. Stan Planchon, Chairman East County General Plan Advisory Committee 21 Planning Commission Contra Costa County 3) Mayor Joseph Cunningham , City of Brentwood R 01'9!0 r , ++u.,rt Nr.e nr . e+ rtVVu. , t1 �L X11 +7f, +. tr ` Jot �� Cliff (`� � s, � c (,ri)lii1ifilly 0-C r�,', ryafiin 1 " ot.+i'SiAq ca=y'a .rrr+r++,+r .11 1# .,,.A,,,r r, A,+.+A•, «,,,,,,+,+,, ♦N,�{t,fN 4,n Salinas, California July 16, 1976 L t1 l9H.Mi 041 1.4t 414 At i+ Board of Supervisors Contra Costa County 651 Pine Street Martinez, California 94553 Ladies b Gentlemen: Re: General Land Use Plan Over the past fifty years The Garin Company has been an integral , active and leading member of the agricultural industry in northern California. Much of our effort began in the area surrounding the City of Brentwood in Contra Costa County. Today, we have retained and are continuing to farm in excess of 600 acres in that area. The Garin Company obtains its total source of income throuh the agricultural industry ' and has no interest in real estate development. However, 3ust as we continue to up- date and reassess our farming techniques, we also reassess our land use policies with the help of Whisler Patri, Planning Consultants in San Francisco. Our land holdings represent a major asset to our company, therefore, restrictions on its use will impose considerable hardship, We fear that such restrictions will be imposed on our land bounded by Balfour Road, Sellers Avenue, Brentwood Road and the easterly city limits of Brentwood if the East County General Plan is adopted. The East County General Plan proposes that the property noted above remain classified as intensive agriculture despite its inNnediate proximity to the city limits. There- fore, if this Plan were adopted, land uses would go directly from urban uses into in. tensive agricultural uses without the more realistic transition from urban zoning to less intense residential/comnrercial zoning before beginning intensive agricultural uses. While our entire existence is dependent upon having a sufficient amount of agricul- turally zoned land, that land n►ust be correctly located. Our experiences have shown that farming on land directly adjacent to the urban core is economically unrealistic as normal (even controlled) growth of cities generally create land use pressures on adjacent properties which make the continued farming of our land uneconomical, Therefore, if we can not afford to economically farm our land, we would like to have �F 01rmck rot •, t;` .t+ •. rt`� . Sti��.4N ,r`,N1ly� EAST COUNTY AREA GENERAL PLAN CP 76-48 Page 2 Pages 47, 60 and 63: It is suggested the land be taxed on soil capability class rather than agricultural productivity. As stated, it has the connotation of taxing management ability rather than the natural capability of the soil to produce. Page 48, Item 3: Change leech to leach. Page 59, Item C 2: We believe this is the time to consider flood plain management rather than wait until both the channels of Kellogg and Marsh ' Creek are completely urbanized. Page 60, Item C•4: We suggest the word underlain and simply state the designation agriculture-residential area includes some prime: soils. Underlain connotes a subsoil may be prime. Thank you for the opportunity of reviewing this EIR. If we can be of any further assistance, please don't hesitate to contact us. Yours very truly, THOMAS W. HOLMES, District Manager CONTRA COSTA RESOURCE CONSERVATION DISTRICT TWHIm fl=18 n.,,t'Vs.*"' .-,t a-Y!f4v, c r i Ki j '-,'i 1&9,Wilk M Oil 01 5552 Clayton Road Cinword,California 94521 Telephone:(415?'11A-1700 4o" January 31, 1977 Mr. Darwin Myers Contra Costa County c/o Planning Department P.O. Box 951 Martinez, California 94553 SUBJECT-. CP 76-46 EAST COUNTY AREA GENERAL PLAN Door Mr. Myers: The Contra Costa Resource Conservation District has reviewed the above named Environmental Impact Report and has the following comments: It is suggested the map entitled PROPOSED GENMIL PLAN be revised to show existing induptrial sand pits along Camino Diablo Road as well as the oil and gas fields which would constitute industrial areas. 0 Page 5, Table 2: It would be well to define vacant land as open space. Page 6: In the definition of various areas, there seems to be some dis- crepancy in the existing and that being planned, particularly in mineral ex- tractions and water areas. We believe the Wedron-Silica company has been issued a permit for extraction of silica sand on approximately 1200 acres. This, plus other existing sand- quarries, and gas and oil fields, would greatly exceed the 350 acres. In water areas, if Clifton Court Forebay and Frank's Tract are to be included, it would exceed the area indicated for water. Page 10, Flood Control: It should be mentioned that the Marsh Kellogg Creek Watershed is sponsored by the Contra Costa Resource Conservation Dis- trict and construction funds supplied by the USDA, Soil Conservation Service. The Marsh Kellogg Creek Watershed Plan, Map 1, should be corrected to allow the completion of 2 1/2 miles of surface drain ditch north of the city of Brentwood and west of Marsh Creek. Kellogg Creek channel is erroneously indicated as being completed when, in fact, it hasn't been. A side channel reservoir should be indicated on Walnut Avenue south of Brentwood. Page 21, paragraph 2: Should read Classes VI through VIII since there is no Class V in the county. Page 41: It is suggested the 1975 acreage figures be used rather than the 1970 figures in order to give a truer picture of existing conditions, Illehxw sf L. Frank Goodson Contra Costa County -2- February 2, 1977 The final EIR for the East County Area General Plan needs to include guidelines that will define the permissible air pollutant loads that can be emitted In the planning project area between now and 1990. Without such guidelines it does not appear possible to determine the consistency of the East County Area General Plan Amendment with future air quality goals. The proposed General Plan Amendment area is. also located in an Air Quality Maintenance Area (AQMA) where an air quality maintenance plan- ning (AQMP) task force team is formulating techniques to integrate air quality considerations into planning decision. It is important to evaluate the ultimate Impact of this project on future air quality in .Eastern Contra Costa County, present it in the final EIR, and identify the project's compatibility with the above AQMP effort. 'William C. Loclett, Chief Planning Division , cc: W. H. Lewis, Jr. M. Nichols J. Ryerson 0 AM ZLt State'a( Caiiforrda Memorandum To = 1) L. Frank Goodson Dare = February 2, 1977 • Projects Coordinator Resources Agency Subject: East County Area General Plan, Contra Costa County 2) Contra Costa County SCH No. 77010403 P. 0. Box 951 Martinez, CA 94553 From i Air Resources board The draft environmental impact report (DEIR) covers the proposed adop- tion of the East County Area General Plan, an amendment to the Contra Costa General Plan. The proposed plan is intended to guide development to 1990. The center of the proposed project area is approximately 15 miles north of Livermore where national ambient air quality standards (NAAQS) for oxidant were exceeded on 92 days in 1974. It is important that planning decisions are made that do not further deteriorate air quality in the project area or Interfere with the attainment of NAAQS In the future. As shown in the land use categories of the DEIR for the east county planning area, the proposed plan reaffirms heavy industrial use on 1 ,941 iacres in the northwest corner of the planning area. While this 1 ,941- acre area is not specifically noted on the drawings included In the 'DEIR, It lies on the eastern fringe of the Antioch area where air quality problems presently exist. For example the NAAQS for oxidant at Pittsburg, approximately five miles west of Antioch, was exceeded on 14 days in 1974. In addition to the above reaffirmation of heavy industrial use on the above acreage, the DEIR recognizes that the proposed plan is a growth- indueing action with an ultimate holding capacity of 68,000 people, 4.5 times the 1975 population in the study area. The air quality element of the DEIR states: "...the effects of air pollution are cumulative; when added to other emissions, it will make it more difficult to achieve state an4 federal air quality standards. Ad- ded to this are the climatic conditions which produce occasional temperature inversions and associated 'smog' , and the west winds which convey automobile and industrial pollutants into the East County area. The picture that emerges. is not very favorable for the community's air quality." .9T5 tiu �",a�.' y_•;rx�2k.'tx_ $ ••`a`z.. .s,^� A,.' ut� ;4 .a'. 'i' * •-.e.`,m::�t`G?:*. ': `%# PUBLIC NARKS DEPARTMENT CONTRA COSTA COUNTY7 Date: February 3, 1977 To: A. A. Dehaesus, Director of Planning Attention: Arnold Jonas, Chief Environmental Assessment FWM: Vernon L. Cline, Public Works Directo�� � By: L. J. Reagan, Assistant Public Works Director, Land Development Subject: Draft Environmental Impact Report for the East County area General Plan. ' We have reviewed the subject report and offer the following comments for your consideration: j , The report should•include a clear critique of the existing transportation facilities, their projected sufficiency, the future need for additional facilities and available alternatives. An evaluation of the impact of the various alternatives and their mitigating effects should be discussed. The required implementation measurers for the circulation plans are discussed on Page 55. This report should discuss the impact of these measures. Mitigating measures for flood control and stream hydrology should be discussed. Drainage Area 290 was recently formed by the Board of Supervisors; others are pending. $. In this, and future EIR's, please identify Mr. Stan Matsumoto as a member of the Public Works Department. H4:cI v ' �2 #fat # .. - _ .....i x.,�'.c...>..�••;a� -t,.,.§�.t`'?icisb,�'�_?s?t'd, s' r����.ei.t�ls��a -�s., ,';?'k _ SATE Of CAIUOANIA EOMUNO O. BROWN TR, DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT 92i 10th Street, Sacramento, CA 95414 1 (96 445-0434 to fin IS 10 113 �'� 'Ii February 11 , 1977 Mr. Heinz Fenichel Assistant Director of Advanced Planning Contra Costa County Planning Department P. 0. Box 951 Martinez, CA 94553 c/o State Clearinghouse Subject: SCH 077010403 Dear Mr, Fenichel: This department has reviewed through the State Clearinghouse the Errvironmental Impact Report for the East County Area General Plan. In general the EIR is informative and well-written. On the subject of housing, it is noted that the planning area has a relatively low median income, an aging, housing stock, high levels of overcrowding and renter "overpayment," and•that less than 1% of undeveloped residentially zoned land is zoned for multifamily use. On page 56 the report states that- "the plan does not specifically address the area's housing problems ." This statement arouses our concern because Section 65302(c) of the Government Code requires general plans to "make adequate provision for the housing needs of all economic segments of the community" We recommend that thepresent EIR deal in greater detail with the social impacts of the area plan's failure to address the housing issue. In a conversation with Mr. Arnold Jonas on January 28, we learned that a separate housing element of the Contra Costa County General Pian is being developed with an expected completion date in late 1977. We look forward to this document in the expectation that it will address the County's housing needs. If we can be of any help in the development of the housing element, through consultation or review of draft material , please don't hesitate to call Bill Murphy at (916) 445-0434. Sincerely, Chiefne Foster cc: ABAG, t IJ. 6F.a�S�Ez1_��3a�r.�-,ktk �i .c�e'•4�n ��r`�^.. .�..''3,3i+>s_�. { ^ -e'.'r J fi.•.' f 1 i5'.}ee]; i74y y.Y._' vw.•��]7}1.}...,.�i.'fr._n -«. - gk�: .ter'-��S'"a's�'•�':�,e:; •�s�',lY,>„-„:;:�'^'•t:?N ;;cr s�,; _ ^sc• .�f .:t�'�2',�'. .r'� -- �. d� � F✓ � .x .,r]rl r:'� K+v?'”...�... �;._ r ,t,..::r-. ?#:i- er'.e,>.�..tT:_ x: s 6 •'�'Ca-G]J �.�} r�rr y�._tt�u��ci'i., . �..�.�I Jr►t+•fc�� G»¢ '`r•4't—{ivltt`" •{1 �/.f•e.rt�ti.••ta....t a., s i... se ({, sl. L(i.lZf4y•tI s �ICL. I/aP, lv-� (t+trk � �',��`'bEi��,,,,�• ir'4+it.���_i_ "'s'�'-,, ���wl4e'. �••L� �Sti• "S.t"+{.tr�r f I { kj /t L f . *1 ( s ......:. .... ... .. ............. .w .., ..::.,.wk- a:::-,qt .• .1."� "ki� .?t k:a•ir� .#is. r@;`.-"a:.i", i�i>` ;�;,.+. ,N r .T ,.^.....- t.herr _...'G: v . 1.:- .S .h, a.4 _ .'�lr•, y.;.. t,...St,. Y •,V. _ _ i4 i - ,i.: ..:r_•, 'j_'i',.,:..ii, .. .4r.v..�•i..�4'�"'f�xl�:l!:M�t:�:<Fc-y `r��,. ?4�; _�� y�,,'�:o S",5.' :,:{ 'ew.-1:.� .:�...«;,`. * .�. .�"��i,3.c:.4�ft.«R+:t`•'�1G�3���i'tn��i ?� e��;��'Ek.�' � ��'c�+^i'�:."'.`Ye'�rog&��'+�j,�:•,;:,;�.,{•r:•_'. .:. �..w��iS"9�:..= ate:. s:',.s,�w.-t�.��rm�t-x�..h• ;r. py v'3S:•-t''r ,'ta. - � l R MAR 8 10 52 AM '77 Ht;.Nt=EKG : +E•.:a1St�tlt s (j��rr�..[// /I.J��C/i.!^0� �•�w�.r�M4.^C� /'. �f..s•¢. "`"� �rf���L(j-s�....� t-!"�Kr�cur.•� G� �''�'•�t;' �.� � tabu �-�,- � �y�,�=.,,-- �/ "L. ,V �•�-�.... �%1.�.�4Ltt...r G•�'!'i� •j"Gf,.'"f'.�Gtr1..� �/,K.l.►l. .�••�. • r b .3 307,;s;t,t,..v Y�+�ycnr..r..-t� ..1�' lo•.. w���•'j.3�..s -' •c...,�, 'f r 411 f � ) �. Vtl.,� f��•yW i�"�.,'cr+f+G•Orrr.s.w�Y,�,e,,,�e.�il�%,. ;1;.,��'„""'�.ti,� riG`"'i!" • �"'`�- -cam , 00, ;±''G(,i,�. (rG'3L�tf/�' fa'�' ""•rr'y�J:+yw �+,��LCt�Yi � �'�,�,yj� 4� ��"'�'�,.{^•� !•""�t�,.W..�� o`"a.r"d—,�,! {.ice.,_:.t t,( ''-t'�'a..1..-+.(;t�',, t Wit' .G �i�• ^'��. �� ',_nc:�.,..-"•Zvi i:.-. . 1155 3henandouh Drive Q..'��,o.•y a.D`L.zativs R E r, v ����.� �Sunnyvale, California 9408? aPA 5 IQ 3g AM Aril 3, 1977 1� ,, l r�� 'L,`1T Planning Commission V R Contra Costa County Martinez, Ca Re.-. General Plan Dear Sirs: t We are writing on behalf of our friends and associates who have invested in several parcels of lan4 fronting HiEhway 4 and Cypress Road in East Contra Couta County and which we have all been holding for nearly ten years. We bought this land from farmers who for years had boon unable to make enough money to pay their taxes, yet curiously enouh there are experts in your department who feel that this lang should be held for agricultural purposes. A superficial investigation of the condition of agriculture along the hi hwnyy r will show even the most unsophisticated that there is abso utoly no hope of reviving farming to a point where the owner can pay the exhorbitant taxes let alone make a living. In fact, taxes in several instances are twice as high as the income received, which we can easily prove to you. The competition from the Central Valley makes an improvement in the situation impossible, which has -been pointed out to you time and time again. Hence, we must once again make a formal protest over your utter failure to reach an equitable settlement in the area for the benefit, not of a few well-meaning Yet uninforaled'peaple in other-areas, but of the people in Bust Contra Costa County who deserve to be treated fairly as well as those people who have invested there. ' We trust ou will read this letter at Tuenda 's meeting, whioh unfortunately we cannot attend. n y Dy chance aia we hear about the Tuesday meeting. It .seems to us that since we pay exhorbitant taxes for the support of the county and its various departments, including the Planning Commission, we should at loust be informed in writing of any meeting affecting the property , in which we and our associates have an interest. Obviously, failure to inform those concerned can be conceived only as an attempt by you to push through measures which are most unpopular • in the East County without giving those people who are most concerned a chance to voice their objections. ' Sincerely y ()1: /ours, 930 OLf / �- Lars T. Delin a Burne tt 4oZloten f Contra Costa Planning Commission - 2 _ � April 4, 1911 3. We have utilities , water and sewer contiguous to the 'these utilities were desi ned b the cit to service property , Property in quest on. We, therefore, request that you accept the city of Brentwood's revised Plan which returns us to our rightful place within Brentwood's sphere of influence. Thank you, fjtnony Contnente 768 Balfour Road Brentwood, California 94513 �j ary p nente co L10S-edA I l.• 01tq29 1'������ .. .xi'� s k,.�i: •:r„«. ....-..t","�..��., t'�i,hh„ V x�, ,� .is� yt} `� �� t x `" ,,§ _t * y �. } ���3•F' . =&x u �� i RIR@F 1!7 APR r a u 1317 c,ONTRA COSTA COUNTY PLANNING COMMISSION tnETI"(n April 5 , 1977 Contra Costa Planning Commission County Administration Bldg. Martinez. California RE : PROTESTING EAST CONTRA COSTA PROPOSED GENERAL PLAN Gentlemen: ' I am farming thirty-eight (38) acres of walnuts contiguous to the city of Brentwood, bordering Clearview and Southwood sub- divisions. This property is on the western border of the city of Brentwood and is south of Balfour Road. ("• We have always been zoned A-2 (Residential Agriculture) . The property was purchased with the intention of developing it when farming was no longer feasible. Farming is no longer financially feasible and the city is now ready to expand. As was our intent from the beginning, we now desire to develop. ' tie now find that the County' s General Planned proposal excludes us from the city of Brentwood's sphere of influence and our zoning is apparently being changed from A-2 to Agriculture Core (A-3 comparable) , While the proposed General Plan was being formulated, I questioned some of the Committee members who stated I need not be concerned because my property was included in Brentwood's sphere of influence. At no time did any Committee member approach us as property owners to see what our desires were; thus the plan to re-zone was made arbitrarily with no representation for the property owners south of Balfour Road. We should be considered part of the city's sphere of influence because : 1 . tie have always been zoned A-2 (Residential Agriculture) and we want to remain in A-2. • 2. We are contiguous to the city of Brentwood and have been for L_ 21 years. 011928 00-P2 . _. iK, "suer: +n.�.. 5.,... ..�S.t..s,,;•..L`kr`,wt Ra .r�<_`4.`e-.�;S.�,e�:]'.i"k"a��> x§�6'a'�',. �i�¢-wiyL�.a� ��', 1 r' Thirdly, it has been discussed before and by this Commission that considerable parcel size variances have been granted by the County, especially for creation of lots smaller than five acres within the A-2 zoning district. It seems to me that this con- tinued practice could further harm the plan's goal of preserving agriculture. A legal opinion might be sought as to how much of a size variance is reasonable without requiring a change in the zoning, and possibly the plan. This issue could become even more confused, in terms of the general plan compliance restrictions for the agri- cultural core category, where a minimum lot size is 10 acres in the plan, yet much of the area is zoned A-2. Lastly, the recommendation No.. 3, dealing with the City of Brentwood has merit. When the Commission approved the Hernandez Annexation, it strongly encouraged the City of Brentwood to proceed toward completing its general plan requirements and to deal with its community facilities problems for the short, as well as the long •term, so that this information would be available to this Commission when it reviews spheres of influence for cities in 1980. 2t is hoped that these comments will be helpful to you in the plan review process. ,+ JSCses t 1 JI, LOCAL AGENCY FORMATION COMMISSION 12 • RC;f*d6 fiA_1OSTA COUNTY Eieventh Floor, County Administration Building APR 19 3 %flil,'Palifornia 94553 ; J.S.CONNEFly v:1111:. o b. i" COMaaiSSIONEpS: EXECUTIVE O/RIC EA E P`r t�ll���ll ,f r .c;i•,1:'til IIAIICY C. •AHOH.COUNTY IUnEAV140P PHONE 44I61 172..4030 L.E.COOTIE.CITY COUNCIL f.H.HA ISELTINf,COUNTY SUDERVIZOA A.E,IILVA.CITY COUNCIL S.H.WELCH. JA.,PUDLIC 10EII0fp J. L.HAZAAO,COUNCIL ALTEONA re AI I.SCHRODER,SUPEAVISOA ALTEPNA Tr. To: A. A. Dehaesu@, Dates April 19, 1977 Director of Pr q ng From: Joseph S. Conne Subject: East County General Plan Executive Offic I have reviewed the draft East County General Plan and the .staff report on that document dated April 4, 1977. The plan, as • • recommended to be modified by the staff report, will be helpful to me in considering applications that come before the Local Agency Formation Commission. Government Code, Section 54774.5 states that it is the intent of the Legislature that LAFCOS exercise their powers in such manner to encourage and provide planned, well-ordered, efficient urban development patterns with appropriate consideration of preserving open space lands within such patterns. This is of critical concern to the East County General Plan. There are four issues which address this Legis- lative concern, as noted below: First, the section dealing with the phasing of growth in the Oakley-Sandhill area which, according -to your staff report, allows for considerable development beyond the programmed sewer capacity of the subregional facility that is being planned. Should a cut- back in this phasing area be made to more reasonably approximate the proposed 1990. sewer capacity? Further, what happens if the sewer bond issue fails in the May 31, 1977 election? Will your department be reconsidering the amount of land allowed for development, if Oakley's sewer plant capacity is not to be expanded at this time? The second area of concern deals with the extensive discussion of minimum parcel size in Eastern Contra Costa County and. the conclusion that continued fragmentation of land ownership is harmful to continued agricultural productivity. There are no specific recommendations made to raise the minimum parcel sizes beyond that recommended in the plan. It could be argued that this action is critical to the goals enunciated in the plan, The suggestion that this action should evolve in conjunction with affected agricultural industry groups has merit, but a firm commitment to initiate this study upon adoption of the plan appears ',to' be'.critical to achieving the goals of the plan. _ !ti • P ��.`�';4�r'A,� r. k 7G�i"'"":r Y�Y' £`"" {l�i�'x�;n 1�M x9 � re.z� t 4 Contra Costa County Planning Commission: February 22, 1977 The City of Brentwood is working toward achieving a scale of economy which will enable .us to become a more - viable economic unit, to provide an adequate level of commercial , Institutional and environmental services to the community. Reasonable growth is one of the necessary 'S prerequisites to achieving this goal , and we recognize that the only way to effictentiy 'and successfully manage growth is through comprehensive, lone-rence planning and local control . The limits of our planning and utility services areas are clearly defined by the most obvious cultural , ce. institutional and geographic attributes of the area. We respectfully seek the cooperation and support of the County, this Commission, to help us achieve the goals -of the City.'s General Plan, which Is clearly, now and ultimately, our responsibility. ?p�►y�t f u i I y you s, JK. Cunningha , Mayor y of Brentwood 015125 K ,.3su. f -- ( 1 J IL 0 �,,t 6J L gu.r5 � ,i i 0124 rs Y—A 7 `..n.�F, rri" Y `. 5";.rr _ xO, T?,#'.. 40 09 cA ,�,,, � �-� , a I Yrk r"Dt • V J���� wr �� •.A '—At �Tc� S.Q . l'v`w ��'�•-��"-""" '�`'"""') ,1 � rem �a �� �� � �r-e�.-�.• 1� �' r�cr I�.o•.te- . rw�, r LJ�{ -Q til t-,c 4 ,ry�' 1.(�0 p�f1'►1 �A (! 4-0 10 S V 4,-f-o%r"nrn ems, V.O—Vnp, I v a C4.'. ►�o <�� Cl n.17 N-e- ..tomuxc.1'�iry rryyu o&c/ •ft fl�� ���`' 1'-� o U. Lorw / yvva�� 46 �,4�u,G N-e.�,��OrS 6-k) p�� .7Q tA} GLt-0.o �,UL Y L1yl J . C II-n-MA.4A.Lb 1 p t WIOL)� �V� �h \'O �t�.K 5 In,`'ti•.C.til, � -�1��Q.•�1.. VS r9 4--a�:.$' v.e. c'A,*L*L � ;.� s va,R a, o.� �o-19rr cQ.�►e.Q.o�-r�o. - �Qa�•o�. ..,Q-J u-&e. Q . 40 VVuwtL4- w Lam, � \ 6 r ��7 01.522 `_yh. �-.` 'q �g•r`t. -f "`3` .5 x _°s;a' i y.s,z "` `Y ='s``` `r*, "St. m ,' 's�4��p , x z: eti j. s_ I MAr S i t Ali '77 til l 3 0 , ►q 7 7 PI : Co r) m ;s 5'c u rl 1 4 -��►..l 0 ., C) ', b.4, CAI') V cP 4,CCN. lM�_ 14/t_/ C. tAlall R 'Q'fUe�(A ► to Aj 50 ✓ - t,v-o �c.�,A'S �t 7EG ccs ,tiu�X-t.v u.. n yvn � I� v Q�-c t-�.►�.,-ko �,�,�.�4�.. aj �- -{ �,P.e r 0 ri x cz y� - r54 �, •E s u-�'�.n v— tLQ Z st- -. .nt P" Iro th • �,�, l.Q..c�r... �O G .Q. '��- 40 oly �. -.Q►-.�+�, t�•v� . �.(��r-�C. � � VY�.�f'r'1 eY �'u`"0� • 1 I C6 ' F f :, .� � -/•% ` •'•' 11:_(.'•.'� �.y R NaR 1SN.Y# NVII SLP I OE�TA P QEEµT#L!;''It�Z 1 i Blind IL - .. - .. .. 1 • � Vii'+//ir r -r ,(,�•• CA Molt 00 �• y f` . _ ,� -�� �" �� •1'::1'1(1,^ /div-R�`jl�)CN�ga: r�==–":%-".J ';;•;�`' � � l; pl'T•l'Fl� •: y 4 b 1 .:•:n• 11 �•Y t t 1 - 1J -wt` `� (, 1' I --•_..'.. ' 1 ".'•� `/� ~\him •Nr \ �� •i� • •�• V 7#INT � � ,• I ti 4 �'��"`C-tom 1 - - � _ v':'f • L4LN10 •• •+•,� , a..ay..�,�YI• „�.� .-,' • : .w 1�� �'��.....».. •• _ .'tet'`., 1 11,.x..,_.,.., t`'1. 1 •• _ - 1 A O- 1C."• tsf la0 •C ` yy!`'al • ,• .i IAlMP�44h3'A iA.•IN�"i'S C..'r ...cr _:., •{� � =� ', � r v.:vw ', C yp Y :ai rr #. ,�. -• : •t- •, ,,; .,r..... MRS. MARY FAYE LAURITZEN 151 BEEDE WAY Antioch, CA 94509 June 21, 1977 Gentlemen: We are very concerned about the effect of designating our property as industrial under the East County Master Plan. While we feel that there must be a balance between industrial and other land uses in the county, we believe that the proposed provision for almost two thousand acres of heavy industrial designation (as provided in the draft plan) , is totally out of proportion to present or prospective need, especially since there is less than 600 acres currently in heavy industrial use in the entire east county area. The existing 537 acres presently owned by Du Pont and bounded by Big Break Road would certainly appear to satisfy the major land requirements of this area for industry in the time frame envisioned by the Master Plan. The light industrial zoning on the east of Big Break contiguous to the business district of Oakley would appear to be ample for development of the needs of the district and are so situated so as to be convenient to' the amenities required by users. As the affected property owners, we request that the approximately eight hundred eighty acres bounded by Big Break Road to the West, the railroad to the South and the water to the North, (excepting the present H. F. Lauritzen industrial yard) be designated for Agriculture-Residential and recreational use. The F. H. Miller properties incorporated herein have been in exclusive agricultural use under Miller family continuous owner- ship since 1871. We earnestly submit that maintaining this present usage would certainly appear to be most compatible with the environmental and esthetic concepts enunciated in your general objectives as outlined in the concept of the General Plan. Very truly yours, . MS. H. F U LAURZTZENAl nq n lL.f.el�`7 FRANK H. -MILLER � pyzyc :a3 .' MFL ti .Fsi r [H <S ' `�' ,,, Ft'fz: �t�a` �* i'��M3�'�m�fYTL•u ;`�:..._4vn�F•,.rri�� �,t^Sx4�w�st' vSv. � �� ;ate "�� � s e MRS. MARY FAYE LAVRITZEN r" o rn1 151 BEEDE WAY Antioch, CA 94509 „• -� r� r June 20, 1977 County Planning Commission P.O. Box 951 Mart4nez, CA 94553 Attention: Mr. Dehaesus, Director of Planning Re: Big Break Property Gentlemen: I am the property owner of record of approximately 700 • acres of property bounded by the Miller properties and Big Break Road. Th letter is to confirm Mr. J. A. Bertrand's authority . to anter my objection to the proposed designation- of this property as industrial, as presently proposed by the Citizens Advisory Committee in the East County General Plan. Thanking you for your consideration of a landowner's objection, I am, Very truly yours, .bz�,o:. Y}� d MRS. MARY FAYE LAURITZEN MFL:ps Olt 8 z`"-+ ,. .q k =�- LETTERS RECEIVED EAST COUNTY AREA GENERAL. PLAN Number Letters on General Plan Only Date 1 City of Brentwood April 1, 1976 2 East Bay Regional Park District, May 25, 1976 addressed to ABAG with copy to Planning Department 3 East Bay Regional Park District June 21, 1976 4 The Garin Company July 16, 1977 *10 Lars T. Delin and Burnett 8oiloten April 3, 1977 *11 Mary and Anthony Continentie April 5, 1977 *12 LARD April 19, 1977 *13 City of Brentwood February 22, 1977 14 Joanne Dean April 30, 1977 15 Mary Faye Lauritzen June 20, 1977 Letters on EIR Oni.y 5 Contra Costa Resource Conservation January 31, 1977 District 6 State Air Resources Board February 2, 1977 7 Contra Costa County Public Works February 3, 1977 Department 8 State of California Department of Housing February 11, 1977 and Community Development 9 Mr. Gene Stonebarger March 3, 1977 *Included in Staff Report dated 4129/77 3. STAFF ANALYSIS AND RECOMMENDATIONS Staff generally agrees with the Goals, Concepts, Policies, and Recom- mendations of the Plan. There exist, however, several areas of concern relating both to geographic boundaries and policies, in which the staff will wish to recommend modifications to the Plan. These areas of concern include the following: - Definition, extent, and minimum parcel size in areas of prime agricultural soils and productivity. - Some further detailing of residential densities, recognition of existing uses, and staging of development in the Planned Communities. - Relationship between Industry, Recreational Uses, the Delta waterways, wildlife habitat areas, and the Thule islands. - Proposals by the City of Brentwood, in opposition to the Plan, to enlarge the "Planned Community" lands designated for future develop- ment beyond the areas proposed by the Committee. Staff recommends that, after public hearing on both the General Plan and • -the EIR, the following actions be taken: a. That the public hearing on the EIR be closed, that written comments ( be accepted through March 4, 1977, and that staff be instructed to prepare responses to comments made at the hearing and/or in writing. b. That the public hearing on the General Plan itself be continued to March 29, 1977. For the second hearing staff will prepare a summary of presentations and written communications, and will also discuss staff concerns and recommendations in a detailed staff report. 011. �eyS 4C.C.C:P 0. 1 V fk T k e�E11• ,4^t�'a sai.jy'2F� 'Xc 77 14;+'•'1 h tats FS n`: DRAFT STAFF REPORT FOR PUBLIC HEARING ON EAST COUNTY AREA GENERAL PLAN 1, PROCEDURE This is a public hearing on an amendment to the Contra Costa County General Plan to incorporate into the same a proposed Area General Plan for East County. The hearing is also on the Environmental Impact Report prepared on the amendment. It may be assumed that more than one public hearing will be held on the Area General Plan. It is therefore recommended that at the end of this first hearing the public hearing be closed as it relates to the EIR, with written comments to be allowed until March 4. The hearing on the Area General Plan should be continued to March 29 for the taking of further testimony. This would permit the preparation of responses to the comments in time for the March 29 hearing. 2, - INTRODUCTION In August 1973 the Board of Supervisors appointed a General Plan Review Committee to work with the Planning Department in the revision of the County General Plan as it relates to East County. The Committee, • consisting of more than 30 residents of East County from various walks of life and a representative cross-section of the area residents, worked for more than two years to develop the Plan goals, policies and recommen- dations. On April 1, 1976 the Committee approved a Draft Proposal of the Area General Plan for presentation to and discussion with the area residents in community meetings. These meetings took place on May 6 and May 27 in Oakley and Brentwood respectively. Further meetings were held with the officials of the City of Brentwood to try and resolve certain areas of concern to the City. On June 17, 1976 the Committee met to review the various comments received,'and to incorporate changes into the Plan proposals where they would improve it. A number of votes were taken on proposed changes in the April document, and the April Draft Proposal was recommended to the County Planning Commission with the following changes: a. The single family residential land use designation along the west side of Sand Mound Slough was extended southerly. b. The commerical land use designation on both sides of Highway 4 between Lone Tree Way and Brentwood was extended southerly to include Davis Camp. c. The Scenic Routes Element, both map and text (pp. 35 and 36), was deleted. • The public hearing is thus on the April Draft Proposal with the three changes noted above, and on the EIR thereon. s STAFF REPORT EAST COUNTY AREA GENERAL PLAN This is a continued public hearing to obtain comments and consider the EIR on the proposed East County Area General Pian, an amendment to the Contra Costa County General Plan. This Area General Plan is concerned with the easterly portion of the county, generally east of the Antioch Bridge approach, and peer Valley and Vasco Roads. The proposals of the plan will remove the Eastern County Reserve status placed there with the adoption of the County Open Space Conservation Plan in 1973, and will substitute more detailed land use designations. On February 22, the hearing on the EIR was continued to March IS, and the hearing on the proposed General Plan to April S. Written continents on the EIR received through March 11 have been furnished to the Planning Commission. d Q h Oh n ifMN J1d1t Z it rt C = � h' t t 000, r A7 ffAf o 01513 009W), e. t.wd .! rt4} 3a '' 4 s id- f,•�'a„ r `Ls.m`i L x t . ry e' i.� 4- I . ct`ay�- <.�73.Y5.a4s r PROPOSER EAST COUNTY CIRCULATION PLAN -ro 1990 MAJOR 14IGHWAY ARTERIAL PROPOSED ARTERIAL o D P)COPOSBD ADDtTtoVi Orr#.+vy#Ivd Snn Hwy� �• �'••- i OrMX aM r�Mrs ` \ Lnnw Rd .� t "to Roo Lon#TntWrIfit w ,g j tN fftf Rad 'i. i i Mrrrrr Cn# Mord i\ San Hwy d 1 ,P Cnrtiiro Diablo now g1s aA fa x,.;r OR PROPOSED EAST COUhJ I Y GEPJERAL PLAN ;jr' 1•.;'� / •1;:;::: .tib._,'�.,; ;f �, t .;,�;;,;3•t:,�.y,•,,.,. AdhL f:'.fes��.."'.7 il::''�;„��1���.J�'•i 47...�:r i'r`e. r 4rr;• , EAST COUNTY STUDY ARFG Jt a p ;~�; 1,�:!•'.,� �:'s`-'�`= ? � 5 WATER AREAS - ,; 1 FRANKS TRACT of 5�„ t a-'.j��a; 6/6BREAK ''SSI' „r• �•r a z�gttt,+� :}'•. i Sflff H /_ 1 (rl i ,�\ +A•-�' •. �. .}t •� -•1 T .�iy t�ii•yj!':� t/71:.�Y' • .��r,,,`j 14�''t, J_�Y,' allyoj-j f./f��t1••b�-„�:ef�f.ri `Gry, ¢ „itIT�'• '3i'.: ?'riY1, �t .f+:x{i(�.l `L". ,jrf,' !t, �rtr 4r'fj`f. � .(f}X�y },cfJ +•it, C-ifyy+,,r1,�4j.•f"•�. •L��Yrr'Vr�i' ✓irw ,f 2,•yL}{ L�/.!;,`li�; �j' r..a. `. Y'• '����1t�5�{�� I 't; lf.:'r•�.:,F� 1v+•NA��'�,��,1j,: �t�.xN..„}.,�tJ OL f���'tj,4i•�itJ��'�:l .fit .} �• i.'�.+.1f(i�J:�'1i �;�ia� � f�• 1` �i V2 ft •�r Rf ���w.� .�r•a��;, 1, �' ••ori '�• K f ti cy.. •f' � ��t Edi. :(. !:t�2.. u f •�7lf�• + Y• w rt i� •� r•�'�►�++`�n�;''���ri.t�_ 7 l,.r�+tiaF•�j�4X: fill • 'w .. ►3y..+1`: { 1 C+f}. �', t �+•1.tif !.* i t.•i f•fz'�i'i�} ��f ,n ;+ a'! •c �7rr,'ti r •. ,azr'. �, t.1• �.,. rR;T ,.r,;f ray �` y' F• yY4f'r .4 . }� { yG}� • �i�{• f,'r lft�IT fl•+� t l'•i Oji•. •, ��.t� ,xjal'.'�rr f �. •/ r � � ry •,�11'v " t„t•t�'.f r�„ 'Sf[[[� i,�} •r ' r7.�,I .�, • •R4C� s} L , r' •� ' �y''�. + • �•:f•�ac� t+�,"': �r,.,, ��' ,%t 5 j;..;,. i7••s`1 Y'�'�} �'ti��LV.1(�r'iT 1, j�43it S�:+i �`'L��:��'l�f ,�` � f��:t .t�•{•�;�,�.'li�� N._�i't is+ l tt)A Sf� .1 f 4•. .. K YT• '.I:.N`Nil,1��'•• .{` fL�••.y+i t1•t � 'j,�'�r' �,^�+�+y,,1�1'!C•���T'`�''�a� ar of, �My`} ?i•.4�,G. �;.�•��r�;,=j�►'t' j�`f"'�57��,� } .v Lyt�S'r���}�{�'r � 1•:r ,u'• . ••+I ti. �.�{,.1.► 'l?t,' �2��t' •{YYy��Jjk.7�b.•• `•L. :'i�j•,7•i •Z•'' 'y - . :r�i'it{ir• '.•Y,ir,l�T�i ,':IrP t F. ,Y,iti `�1' .'� it s �„ • i ��t• .' i�.�f �+T•}. �` ;�747 r. , `� c^ '`ti' ar�i�'' �t� tj a ~ o,� '�h`i�,i[j(rr.y.${;t•�: j, iv'��7. .w'��. L ..� ,:ti t:�y.� ♦f jy�, C1 Z •90.'.• V�• .1�' �t.7' "t� r.+•�'{�iTr• i• •`Ji,if Cr� ,ya, II**�C__ ;j'`` r' r � �E 'T,'liiS1�'•� '�1" r j7•%ML�riri.{; vL couRr cz � ,� t REW ter,+LYS �` [�•���`�i•'''`•;i ���ti:•. .�y''�J . i•r`�G"„}*'t�vl•1t{• A n-L�. 1 s;,f.I ,A' *Z;i ti V 1 .1.�r�• 1 I'� r� 7 I PROPOSED EAST COUNTY ADDITIONAL GENERAL PLAN i PUBLIC SEMI -PUBLIC LA DS • f b % •� C�Pr�tr Rd lk t Lone Trrr My ♦ . cc �j \ Brrnrwood w ' \ oah room Rd'. Sun Hwy a '9a \ 2 i Q Byron Boys Ranch off° \,\a Ono } 1 ©Byron Soar 7reetmant Mang p Dry creek Downtbn Basin 0 Dear creek Downtian Sasin y' Q Marsh Creek Rosomolr V 1510 -- '� MSP 8 r`.' � w 4 � w � ~ w o � V t� O Q � R a o � o o N. • z p • _ r fat ���"� u.t�•�a �.�+ait.§'- -��W�'I� �. .�. '. i COMM/TrEE PROPOSAL Nrr SCALE 1N FRI Q 0 300 1000 2000 • rrr r frr r• • r�rr Z. 5' 0000 X. 4 r .y S ' � Y y WO �. Legend AMENDMENT TO THE COUNTY LANs use coMhwMTrFAcwnts RESIDENTIAL 40 (,4184 W Fork GENERALPLAN 0 Single Fa,a1Y high Density ! school Discovery Bay , Multiple Foadiy taw Oonslty / Coe ewrilly Center SERVICE i EW(,0VMENT.011111 Fire Station i Hamby Certify that this Asnendosont N the ® Contra Cosa County Oone,al Flan was Nolshbor aad iwinon CIRCULATION Approved by the Flonnlrp Cosanission an May R. 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RES -`,MEDIUM DENS/Ty `:L S LL••'ly'y ENSk`ti l•;�L?: S/NGLE FAM M411rME AW Rrs -MEDIUM DENS/TY COMMOVA I '�• �.00• 41ORT 1NOUSTfY �ao� PUBLIC 0' 5"/ /-PUBL/C 0: 502 < , -414 1 4 a COMMITTEE PROPOSAL KNIGHTSEN COMMUNITY PLAN w n Q^ V Y Y . DELTA 0.os kti � iaaa LEGEND y iiia aa. ai. SINGLE FAMILY RESIDENTIAL, RETAIL BUSINESS ' ® LIGHT INDUSTRY N PUBLIC, SEMI-PUBLIC �l��slr 01501 J 7AFF PROPOSAL KNIOHTSEN COMMUNITY PLAN 99 NORTH i• ,,.r, r,.ti, C 300• 600 Delta Rad SINGLE FAM. RES.-MEDIUM DENSITY S/NGL E FAM. RES " N/6!/ oENS/Ty ® L/047 INDUSTRY PUBLIC li SEMI-Pl/6L/C .:n uu § L� :rsrs�el�, a"r -k'ca?.'+�P"eal`.�'-?�s. `s`�+,E,�Sx�:�;' r ��s.?��i�s'�•. BRENTWOOD COMMUNITY PLAN COMMMEE PROPOSAL LONE TREE wAY y, 2 NORTH 1��s2000� Ss.:NSET RG T a=ss; 4. ??siei':is ...;:• �� � ' �•�;: :�.:;.' ::ice :::',: ??:;�:DAINTY AVE.? :: :;:;:;: •;3t;;;.,;t;.:' ' •:r' •: '�:�:�: .� • '�: j �'MeCLARREN•R0.i. 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'�i:i:+. •j•::•.y'•' ',;iii.t•','•:':j.` :'Yit so** AMNEYArloAl •,,•!•f t�• e• + si..s,•e», ' �•i�'reir• .;2j,..; •1•.•.•, E•IERAiAlllaFz :: �`�• ` ::. :_��• '•�''_':. 4.• CuRRAV go, !s•,!. w16::{•?:y'r: L,:.';v;:•:•:::•:a•.�:: ,•�i;ii;•i;••.;;•i+i;SS:'.rS:»•:.• ':S` :•'_::. ••!••,!•!t•1 t/i 1 1•• •:::•::'::tib:titin:':':':':':ti'':':;:':':`.:.�;: ��"�"•"� :�, C ! !i•!•••1•i i•i••t i f•i!� ,:•;. :tiff•: � � • ,F�r• •f!1•!•w•/!i 1••,';.'L:�'ti:•:' '•k''•L�'•titi4'1.tid;}"S':•:t:�;:• :'f iliw•It ilii ifi!•�. •••:^ • •; • "•::::� ••l,titil•!wi••♦��:i• •"i:•:•:,�••i tt .•iii • i t•,!iii•t•!!•t i f i' '�•.; ii,:r,• :iii i•'•''••iS�i`�:••i� !t••• •/•!!!i•!1/ • , • , !t 1 i f i/t I f I t w i f w i• ;x=i+''i; ♦♦ •• r !t•••♦•,•,liii,1, s•i� •iiiii�+t.•,�� ••,,•!•s !!lwr,•i•t•ii••!i 1 1 t w♦f i i!•1!i f •. i•1!1••w i w!i 1!• i MALAO LOUD ' SINGLE FAMILY RESIDENTIAL ...: LOW • '�:`;;':` MEDIUM URBAN DENSITY- Corn�+trcr'a!t Irtduslrial n p :" Qastd� isJ, 01 . L :; RURAL DamsiTY-t 4,t � Rss�d4n�la! ...z. ,�"�t7w '�t�'v L-tx ��,L.b=e;,t4}u• rs+;x`Y: ��*�Yt4'�31"{"�, �.�; $ y U�� � .y� � � .. COMM!7TEE PROPOSAL �WY it OAKLEYStXPMItL Co*#Afw rT ALAN r {{ �•�' QSin g/¢ Family ,Q¢lldtrttial Multi la FAmilq R¢sid¢ • Commercial �orf ! r•f. !L'8 i L �r>rrr �� f�{�f�r '''��>,.••/ ighf /nduafi-y ; `•' ,� Publ►c Stmt-Public 1 At i f w 6ENEML 00"M --- 9M llM 119SAN DENSITY Commercial, lnduafrial, "+ k4aidtnfial. IM EVRAL DENSITY 014.9 A� ) isrgs /of ?"idsntiaf ,� ,iJ q; i X14.9 5` ,�°�>k;_4� Y .: ........ ..... ..:........ .... ................ .......:..... :................... .................... .................... ..................... ........................... ...................... ............................ ....................... ............................. ....................... ................ ..... .......... .... .... ...... . ••••rr••r••rr•• •rr•r• •rrrr•r•rr••••• •r••••r•rrrr••r• •rr•f•fr••r•r•• •••r•• r••••••rr••••rr••• ••rf•rr•••• / ••r•r••••••r•r• •rr•••:•r•rf••••r•rr••rr• ••••••rr•• •••••••••••r••• ••rr•fr••r••r•rr•r••rr••• ••••rr•rr ............ ......................... ...... ........... ......................... ...... ........... ......................... ...... �tu . .... ......................... ..... ... .....0 0..0 0 0 0 .................. ..... ... .... •'.., •�ti.••. V'•• ••••••••••••••••••s•••• 111 /rf / •:•:•::i:•:•i:•:::•• / ••••••••••••••••••••••• • •• tom•�• �:w��}T�•`{'{• ::::i f:••i•:•:i::::i:::: / � �• � �• �,•'• .{`••:. •." 1111•1111••• Sr_J 4'`M1 •••1111••••/ �'' �• V Gdl /17PU3N•:; PZ2 •��.5 ••••.•1111••• 1'. � ` �/ •••••••••• 1111 c Vo a. �1� - ;���„r��}?�,��,�k.�y� S°/".S'YJ3'"� ;+. w'T�d.:�,.,.Rl �+�s";"�S�` :f�d3t'7+'',�d�'r�al •• �...,,....... y � � ..� �t.=�. .. "' ,:a.,...t#�a "Based on past flooding experience and the vulnerability of the levees to ground-shaking effects of major earthquakes, the Delta islands and other low-lying lands are considered to be subject to flooding. U.S. Geological Survey Maps, 1973, indicate that the area below the 10-foot contour is flood prone (i.e., may be inundated by a 100-year flood). This includes the Delta islands and lowland areas north and northwest of Knightsen. Special consideration must be given this factor in the design and approval of development In these areas. 15. Protection of Tule Islands Staff. Goy Page 27 of the draft Plan discusses wildlife and scenic areas but does not mention protection of the nonleveed or tule Islands which are located on the San Joaquin River and the south side of Bethel island. Because of their scenic and wildlife habitat value, these tule islands should be left in their natural state, i.e., free of any development. This would conform to goals and text on Pages 8 and 9 of the Plan. Recommendation Add the following to page 27 of the Plan text under "Wildlife: Scenic i Areas": ! "in addition, the State Delta Master Recreation Plan and DAPC Delta Action Plan designate the tule Islands as natural areas. This includes all undeveloped non-leveed channel Islands, generally those south of Bethel Island and in the San ,Joaquin River, In view of their scenic and wildlife habitat value, the tule Islands should be left as natural areas and protected from agriculture or intensive recreation uses. 16. Time Period of Plan staff Concern The target date for the plan Is stated variously as 1990 or 10 years. Ten years should be established as the planning period of the Plan. Recommendation Change the last sentence on page 2 to read: "It is expected that the Area Plan will be reviewed periodically (at a minimum three years prior to the end of the ten year planning period of the Pian), and revised if necessary." 01495 17 s -h ..�ay:..� _. ;:, ..-. ..�a,�.s ,��"� ��=`::t. -k,x.z'r _'..... :-' w ,.��u�'k.i�`,z.;K' TYt�� rii+`.ip•f; .°�w.�'�.t+.��r'1::}..n�*ti±Yro� 13. Criteria for Recreation Uses in the Agriculture-Recreation Area Staff Concern The Plan contains no detailed discussion of waterway use or recreation in the Agriculture-Recreation area. This area contains most of the county's navigable waterways, natural areas, fisheries and wildlife habitat. It is, therefore, essential that some criteria be applied to waterway development so that these recreation uses do not impact natural areas or agricultural uses. Until the time that the following criteria should be considered for Inclufor sion in the Placan be n prepared, Docks and marinas permitted by the implementing zoning district shall be considered for approval in certain areas based on the following criteria: - Where projects can be clustered and located adjacent to similar uses• Along as defined by the Stat Harbors and Navigatis at least 3 feet MLLW and of on adequate channel - in areas laving adequate public vehicular access. - Where offsite improvements such as required access roads can be assigned to development. - Where adequate onsite sewage disposal can be provided. Where located in an area served by a public fire protection district. Rocommendation - include the above criteria with an introductory paragraph in the text on Page 14 under Acrleulture-Recreation. Include the following under 'required implementation measures, developmen ioueeerea on uses along"Prepare terways in theter Deltaarea."for 14. Revision of Flood Plain Discussion Staff Concern The discussion of flood plain and flood hazard areas (page 6) is not flooding. The hazard o accurate In public saft not all y, particularlFast y on Bethlands el Islandeschoulld be acknowledged. Recommendation Revise second and third paragraphs,page 6,under Flood Plain to read: 16 • �';.d, } , ,i�- t,,,t ria A x � .f `c�� > _ yc �4 �5a,Sa �T 'k"l`+�z ^• c a� � � i VOW 4= z�, - �i 12. Clarification of Service Availability Criteria Staff Concerns The Plan establishes service availability criteria for subdivision of residential land in the Planning Communities (page 16), but does not adequately define what constitutes a "public" water or sewer connection. For example, several mutual water companies operate in the East County area, particularly In the Bethel Island and the Knightsen and Sand Mound Slough areas which are not regulated by,the Public Utilities Commission, or controlled by general purpose government or LAPCO. If mutual water companies are considered "Public" water connection, there would be few constraints on development at one acre densities according to the criteria of the Pian. This could aggravate existing health problems associated with septic tanks in areas of poor percolation, high water table or potential pollution of the aquifer (i.e., Sandhill, Bethel Island). It was the intent of the General Pian Committee that mutual water companies not be con- sidered as public water connections. The plan also does not address service availability criteria for non- residential uses. Recommendation Add the following definition of"public"to the text on page 16: "A"public water"connection shall mean a connection to any one of the following: Oakley,County Water District; City of Brentwood; Contra Costa Water District, If In an improvement district; a county sanitation district which also provides community water. including county districts 15 and 19; or any water or other district authorised to provide and providing such service. Appublic water connection shall not Include mutual water companies, irrigation or reclamation districts. "Public sewer" connection shall mean a connection to a sewer in a sanitary or sanitation district authorised to provide and providing such Including: City of Brentwood,Byron Sanitary District,Oakley Sanitary District and County Sanitation Districts 15 and 19, or other district created for that purpose." Add the following policies on non-residential uses where no public services are available: "The community facilities availability criteria for parcel divisions shall apply to non-residential uses as well as residential uses. In the case of an existing lot of substandard size where both water and septic tank are required, at least one acre of land shall be required. 15 k ro ' x=1tk 4wt � tet' 3tv � €}r.�- yy •s- ,.a5 t� J� #.`�vwr�.r1. t� future population which could be served by the proposed subregional sewer plant• capacity if the Oakley sewer bond issue passes on May 31, 1977. Federal and state agencies are presently restricted from funding sewer plant expansions which greatly expand growth, since the county is a designated Air Quality Maintenance Area by the state. Thus major growth of sewer capacity must be funded locally under present rules, and could be a most limiting factor in the growth pattern. The Plan governs breakup of lands in the Planned Community through the service availability criteria on page 16. Since development will initially be. dependent upon the capacity of the proposed subregional sewer system, It is desirable to direct growth consistent with the sewer capacity first into those areas which already have an investment in public facilities. A policy on staging of growth would implement the Plan policy encouraging contiguous growth In an orderly and efficient manner. it would also discourage growth patterns which are consumptive of land and costly, to provide with urban services, and would prevent the premature conversion of viable farm units within the Oakley/Sandhill Planned Community. • The following policies could provide appropriate phasing of development: - New development Is encouraged to take place within the Oakley County Water District and Oakley Sanitary District boundaries, basically north of the Contra Costa Canal, as an infilling process and In a contiguous fashion where water and sewer mains can be efficiently extended. • The area designated for Single Family Residential - Low Density uses, south of the Contra Costa Canal, should be considered as Interim agriculture since viable agricultural units exist here and the area id not needed to accommodate growth to 1990 (see Map 14). This interim agriculture status should be reviewed periodically. This portion of the Planned Community should be considered for urban development (subdivision)only when all of the following criteria are met: a. The contiguous Planned Community area is largely developed; I.e., most of the area In Oakley north of Laurel Road is built out at the residential densities assigned by the General Plan. b. Adequate utility capacity Is available and service lines or trunks are In proximity to area. c. Costs of providing the development with public services, Including street Improvements, are fully assumed by the developer. Recommendation: Include the above policy statements In the Plan text in the discussion on the Oakley/Sandhill community, as a separate paragraph on Page 19. 14 n N '' y$ �,�t �r - ` , ts�y `°°t�' . � �\ �• ayyra••�,X'�: �,.. �y''C'�ke sizes of 10 or 20 acres would not eliminate the problems associated with Incompatibility of grazing and agricultural-residential uses. The foothills represent 32,727 acres, 90% of which is in parcels larger than 100 acres. Approximately 12,500 acres or 39% of the area is currently in Agricultural Preserves, which require a 100 acre minimum. The Plan outlines diverse densities for the East County area according to land use, availability of urban services and suitability of soils for agriculture. Sufficient area Is provided within the Planned Communities and the Agriculture Residential areas for ranehette development and non- agricultural uses at higher densities. These uses should be effectively discouraged from the Agricultural Core, Agriculture Recreation, and foothill areas by establishing larger minimums there. Recommendation - While the proposed agricultural acreage minima for the Agricultural Core, Agriculture-Recreation, and the foothill area (Agriculture- Residential) do not appear to resolve the problem of maintaining lands in viable commercial agriculture, staff does not recommend a change at this time } Staff ` agricultural parcel minima should be rest at a future time, with highest priority five the foothills in East County. Proposals or :e areas ,(larger than the currently • props possibly as large as 100 acres)should be e% the agricultural Industry groups affect 11. Phasing of 4 . uakley/Sandhill area Staff Concern The Plan would provide a holding capacity of 68,000 persons while the County estimates a 1990 population for the Planning Area of,only 25,000. The provision of excess holding capacity, within reasonable limits, Is desirable to afford developers and residents a variety of choice and option. In order to direct growth in a logical fashion and minimize the impacts of leapfrog development on remaining agricultural lands In this Interim,.a phasing mechanism for growth should be developed in the Oakley/Sandhill portion of the Oakley/Brentwood Planned Community. The present population of the Oakley/Sandhill area is 4,950 (1875 County wide Special Census). An additional 2,350 persons are projected for this area by 1990. All of this growth could be accommodated by the small 840 acre area east of Empire Road and north of the Contra Costa Canal at the densities proposed by staff, even though this area represents only 25% of the Oakley/SandhIll Planned Community; it could accommodate the entire 4y 13 �. % y"' }r� # »'"�s', 4 ^ 'a pz_'•T f -}i..etj Y{�',`aP°� x`: t $` q j: t t �,�y 5„ d S,s,L= y V 1 1 .,: s ,:',�-'�'. r size in the Agricutural Core, about 20% of the land area would be non- conforming. However, under this minimum parcel size, an additional 3,041 acres would be protected from further subdivision, since parcels between 20 and 39.9 acres in size could not be subdivided. In summary, under the 10 acre minimum only 20% of the Agriculture Core area would be protected; under a 20 acre minimum a full 41% of the Agriculture Core area would be protected from further subdivision. In the Agriculture Recreation designation, there exist only 163 parcels in an area of 31,387 acres. Soils here are not prime and generally grains are grown requiring larger acreages than row and orchard crops in the Agriculture Core. These lands are also subject to flooding. Although this area has not experienced the extent of parcelization which has oceured in the Agriculture Core, a larger parcel minimum would more accurately reflect parcel size and agricultural use and more adequately protect these flood prone lands from development. The draft Plan designates 54,125 acres or nearly half of the East County Planning Area for Agricultural Residential uses at a five acre minimum. In this land use category considerable differences exist in topography, land use and parcel size. The lowland area around Knightsen supports some row crops and other farm activities and ranchatte development at one and five acre parcel sizes. The land Is flat and much of It within the 100 year floodplain. Parcel sizes are small, most below 40 acres and there exists a +� developed road network. The foothill areas to the south and west of the Agricultural Core, in contrast,support almost exclusively grazing activities which require much larger parcel sizes, Soils here are thin, slopes are steep — often over 20%. Public roads are few and some are not paved. Water Is scarce. Because of these differences, It may not be appropriate to apply the same 5 acre parcel size minimum in the foothill arena as in the lowland areas around Knightsen. The foothill areas In the western and southern portion of the Planning Area are not welt-suited for residential uses at a 5 acre minimum. First,`the basic land use In the foothills is.grazing. Ranchette uses and, even moderate concentrations of homes and people are Incompatible with grazing use and the terga acreages required for viable canehing. Introduc- tion of ranchette uses could also have a negative impact an tax assessment and tax rate of adjacent propartios engaged in ranching. Second, the area has no access to urban secvIces including roads in some rases; slopes are ' steep and therefore urouitable for septle tank use in many areas. Groundwater supply and quality may not be adequate for domestic use on a continued, reliable basis. Fire protection is not available for a large number of additional homes In the foothills. In terms of the pattern of development, 5 acre ranchettes In the foothill areas would introduce much higher densities than exist now and would encourage a discontinuous, scattered growth pattern. Even.larger parcel 12 gotom, k ��.- � x�,. '- � § f C'. � >n5 yrY".5.ti' i- .=M�-+ td->.4p y y��y,ig'} `yta..• ` Ill. Recommended Changes to the Pian Text 10. Minimum Parcel Size in the Agricultural Core, Agriculture Recreation, and Foothill Areas Staff Concern The Plan recognizes the Importance of agriculture to the economic base of the East County Area and to the County as a whole, and establishes as its primary objective the preservation and enhancement of soils suitable for agriculture. Ten and twenty acre minimum parcel sizes are proposed for the Agricultural Core and Agriculture Recreation areas. Staff is concerned that these minimum parcel sizes may not be large enough to protect agricultural lands adequately from non-agricultural uses and thus will not achieve the basic goal of the Pian. Several factors threaten the viability of commercial agriculture in the East County; among them are high costs of labor and operations, taxes and competition with larger farms in the West San Joaquin Valley/Tracy area. However, the subdivision of larger parcels into small one, five and ten acre parcels on agricultural lands Is recognized as one of the major problems facing commercial agriculture in-East County and one factor which the General Plan could address directly. Small parcels of this size allow for ranchette and residential uses which, as the Plan states on page 13; are basically Incompatible with commercial agriculture activities. The question of what parcel size Is adequate for agriculture viability is a complex one. Economically feasible agricultural units depend on several variables: the`+crop being grown, soil type, availability of water and management techniques. However, it appears to be widely accepted that the larger the scale of the farming operation, the easier It is to compete with similarly situated smaller fragmented farms. This is one of the reasons why most adjoining counties have far larger minimum parcel sizes for agricultural lands. The issue of parcel size has also become a matter of state concern. Legislation requiring a minimum parcel size of 80 acres on commercial agricultural lands was only narrowly defeated last year; similar legislation has been Introduced In this session of the State legislature. There Is a rapidly growing consensus that the maintenance of agricultural viability Is greatly enhanced by restricting parcel splits. A larger parcel minimum in the Agricultural Core and Agriculture Recreation areas is less likely to invite incompatible, non-agricultural uses than the ten and twenty acre minimum proposed by the Plan. At present, 51% of the total number of parcels in the Agricultural Core (7% of the land area of the Agricultural Core) are less than 10 acres in size, an indication of the considerable subdivision activity which has occured on prime soils. If 20 acres were established as the minimumparcel � e i 41" i :�.' .� �A r v ." ,".tom '�•,$ r F:rF..¢:�c'•"1�:..t.:,� . >tit�r i";�S�S�� 7. .. ..>.. ars.; • Recommendation - Make the additions to the Circulation Map on Page 33 as shown on Map 10. - Add the following sentence on State route corridors at the end of the first paragraph on Page 32: "Although the State has no formal plans for new major highways in East County, highway corridors are noted by the State along Vasco Road and Byron Highway and for a possible Highway 4 relocation." Under Circulation Implementation Measures, Page 55, add: "Review road and right of way widths in East County for compatibility with General Plan development poUcies.ir 10 i P i1. Changes to Other General Plan Elements 6. Scenic Routes Element Staff Concern At its June 17, 1976 meeting, the East County General Plan Review Com- mittee determined to delete the Scenic Routs Element from the draft Plan. Highway 4 will continue to be considered a scenic route since it is designated both by the County-wide Scenic Routes Element and the State as a scenic highway. The rural character of the Planning Area should suffice to protect the scenic values of additional proposed routes. Recommendation Delete the Scenic Routes Element from the Plan on Pages 35 and 36. 9. Circulation Element Staff Concern The Circulation Element of the East County General Plan will modify the Major Roads Plan of the County. Existing roads which are not shown on the Circulation Map are not considered to be deleted from the system. The County Public Works Department is preparing a revision of the Major Roads Plan for the East County area based on the growth patterns outlined in the draft Plan. It recommends that the Circulation Map be revised to include the following: Proposed arterial extension of O'Hara Avenue south to the City of Brentwood - Proposed arterial extension of Sand Creek Road between Highway 4 and the Southern Pacific Railroad right-of-way. - Eden Plains Road as an arterial, including its proposed extension south to Highway 4. - The Highway 4 realignment in Oakley at Cypress Road. The Public Works Department is also concerned that, although the State has no formal plans to locate a new State highway route in East County, the existence of State route corridors along Vasco Road and Byron Highway and a possible Highway 4 relocation should be acknowledged in the Plan text. In addition, since the draft Plan proposes some changes in development densities for East County,,the road and right of way widths of the Major Roads Plan should be reviewed for their compatibility with the'develop- ment policies of the General Plan. 0148*I ON7z F t r designating these areas as public/semi ublie `P (See Map 8). Recommendation Include the following under the public/semi-public designation on the land use map. - Byron Boys Ranch - Byron sewage treatment plant Dry Creek and Deer Creek flood control basins Revise Marsh Creek reservoir to reflect more accurately the actual bound. aries of the Reservoir area, and public/semi-public land. 7. Designation of Water Areas Staff Concern The Plan shows the large water bodies in the Delta as Recreation: Tract, Big Break and Clifton Court Forebay. It a Frank's � designation is nat squired for these public water are�as, and the efore thus ey should be shown as water to be consistent with the graphic presentation of other Area Plans In the County. 'le Recommendation Show Frank's Tract, Big Break and Clifton Court Forebay and all areas as water Instead of Recreation (See Map g). water S I - 48 y ,. cf+33"i35,, is k;,>«if&t4 -4. _'' _ "''�`�k',} 4tu.Rt ,.F �;•�af '6m .� - ,`' .'f ; { F"r,x,. ..a�f,;-FAY ; Sb;„,', �t €.n - da and allows for considerable expansion of industry. Staff has several concerns with land use in the Big Break area. First, the General Plan notes on Page 27, that the Big Break area Is erea outlined being considered for development as a park• The Industrial use would preclude the use of the area for recreation or wildlife preservation. Also, the State Delta Master Recreation Plan (9/78) and the Delta Advisory Planning Council (DAPC) Delta Action Plan recognize the aquatic and marshlands habitat of Big Break as a significant wildlife and recreational resource. The DAPC Delta Action Plan states that: "Industrial development should be clustered in appropriate areas and should not unnecessarily intrude on . . . Identified significant habitat resource areas, particularly marshlands." The proposed industrial area does significantly intrude on the Big Break marshlands. Second, the existing DuPont plant owns 537 of the 1,940 acres proposed for Industrial use. Of this 537, only 105 acres or 20 percent are actually used for Industry. Considering the large amount of vacant industrially zoned land which DuPont presently owns and the severe soil limitations on building near Big Break, it appears that the Industrial designation Is excessively large and not required for development during the life of the Plan. in view of the above, the Commission could either leve the industrial , designation as It is with the understanding that-the are most likely will not !� be developed during the life of the plan, or it could reduce the area outlined for industry to protect the marshlands and aquatic habitat and to reflect land use more accurately. Also, at its June 17, 1978 meeting, the General Plan Review Committee instructed staff to correct an error in the land use map on Page 18 of the Bridgeheaich shows d Road instead of the intendeded ty uses north of industrial designation.�way 4 at Recommendation Revise the industrial designation on the land use map to exclude the marshland and water areas and soils with severe limitations for development, and show this area as water and Agriculture..Residential. Change the text on Page 29 to reflect this reduced acreage (See Map 7). Correct the land use map to show industrial use north of Highway 4 at Bridgehead Road(See Map 7). 6. Additional Public/Semi-Public Lands Staf_. f_�rn Some major public and semi-public lands are not included is the land use • map. These should be Included to conform to the county-wide approach of ' ol t> ',, .: ^, a V. . j+ ';• 3 1 ' i x .T-. .:z1 .:`3 +...«� vd '�—gym .g t r ;�x -. .x - � -y x e .-r f rr a x-r� -f ay v ✓r,,,-y,�4ex -1 K ,*'T ��' ,�`j a�' r`"": � :% z• `- l 'h'f` �z.. '� '*' Y.x`s rt 3"r ;'`q+- d_�'. The Community Plan map for the Brentwood area as shown on Map 1A of the Plan shows two General Plan categories for the Brentwood Sphere of Influence; Urban Density and Rural Density. This reflects the current and adopted Brentwood General Plan. The City of Brentwood is in the process Of updating Its General Plan, however at the time of this writing, the update has not been completed. For this reason, staff recommends that the existing and adopted General Plan for the City of Brentwood be shown within the city limits, and its interpretation to standard county land use categories be used for the Sphere of Influence outside of the city limits in formulates the Brentwood Community Plan until the city flates and adopts a new General Plan. In addition, In November 1976, LAFCO to the Brentwood Sphere of influence in thepvicinity of Balfour roved a 404 acre and Faiirvt w Roads, which change should be reflected on the land use map. Recommendation Modify the land use map for the Brentwood Sphere of Influence as it ►presently exists, showing County General Plan categories as on Map ,K. '`Once the City of Brentwood amends its General Plan, the East County Area ',General Plan should be reviewed in light of the Brentwood amendment. • 4. Discovery Bay Staff Concern The land use map for Discovery Bay, on Page 24 of the Plan text, is Intended to reflect the most recently approved Development Plan for the community. The approved Development Plan (1975) differs from the 1973 plan map. Also the various General Plan categories for office and commercial uses should be consolidated for simplicity and consistency with other countywide General Plan. Recommendation Show the most recently approved Development Plan for Discovery Bay j as the land use map on Page 24 of the Plan(See Map 6). Denote"Neighborhood Business"and"Highway Commercial"categories as"Commercial". Denote"Business and Professional"as"Office". 5. Industrial Designation and Big Break Staff Concern • The Plan designates 1,940 acres for heavy Industrial use north ofOakley. Some of the area Included In the Industrial designation consists of water and marshlands of Big Break, the rest includes the existing DuPont plant t k�Y A e �a agricultural use to urban uses, in conflict with the goals of the Plan oriented toward preservation of agriculture. A conflict exists between the recommendations of the General Plan Review Committee and the expressed desires of City of Brentwood officials. The General Plan Review Committee has recommended that the Brentwood Community Plan, a portion of the Oakley Brentwood Planned Community, be designated on the basis of the City's adopted General Plan (1973). The effect of this recommendation would be to designate lands within the city limits (.95 sq. miles, somewhat more than half developed, current population of 3,700) for both Urban and Rural Density as defined in that plan. It would similarly designate lands outside the city limits and within the Sphere of Influence (an additional 1.0 sq. miles) according to the city's General Plan. In addition, the recent annexations to the city outside the Sphere(Hernandez at al., .5 sq. miles) would presumably be reflected as an accomplished fact. The Committee's recommendation would thus provide for a Brentwood portion of the Planned Community containing approxi- mately 2.5 sq. miles, and providing sufficient lands for development accommodating an Increase in population from 3,700 today to 12,000 by 1990. This compares with staff population growth estimates of 8,000 by 1990 In the same area. The city is revising Its General Plan, but to date has not progressed beyond a rough sketch or very general land use categories, without supporting ' statistics,etc. Public hearings have not been Initiated, nor has an BIR been prepared. In the absence of the above, County staff has had to interpret the city policies and their Impact as best It could. This interpretation • yields the following: The city feels that all of its watershed should be considered a potential gravity-fed sewer service area, and should thus be included in its Sphere of Influence and in the Planned Community designation. It feels that both Dainty Lune and Balfour Road should serve as major east-west arterials within the Community, to provide a corridor for yet further expansion into ` ofetpoorer cityural(Roadls A"nthe Thoroughf rare on hills, and General Plan) is necessary to provide north-south circulation. The city's proposal would enlarge this portion of the Planned Community to nearly 15 sq. miles, would remove 3,080 acres or 21% of the Agricultural Core proposed by the General Plan Review Committee and, by very conservative County staff calculations, would accommodate at least 30,000 persons. Though the city proposal does not indicate when this population would be reached, even the city egress that this is not likely,.to occur ' within the Planning Period by 1990. Staff feels that designation of 13 sq. miles as the southerly portion of the Oakley-Brentwood Planned Community is excessive and would lead to haphazard and premature conversion of agricultural lands into residential _ parcels. 01483 i Recommendation a. Oakley - Show the Southeast corner of Highway 4 and Empire Avenue as commercial (an additional 18 acres). This would reflect existing Retail Business zoning and provide an appropriate neighborhood shopping center for the proposed multiple family and high density single family residential uses nearby (Map I). - Reduce the width of the commercial designation on Highway 4 and Neroly Road;a reduction of 40 acres(Map 1). - Remove the commercial designation from the southwest side of Highway 4 and Cypress Road intersection and show it as single family high density. This would reflect existing residential zoning and would eliminate the potential of access problems which might be created if commercial uses were to develop on this side of the intersection(Map 1). - Extend the Commercial designation on Highway 4 to include Davis Camp as recommended by the General Plan committee, an additional 15 acres (See Map 1). - Reduce the depth of commercial uses fronting on Highway 4 between Delta Road and Sunset Road to approximately 500 feet. Depths ranging up to 1,000 feet aiie deemed excessive(See Map 1). b. Bethel Island/Sand Mound Slough - Extend the commercial designation on Bethel Wand Road further north of Gateway Road(See Map 5). - Show the shopping center and rehabilitation center on Gateway Road as commercial(See Map 5). - Show Frank's Resort and Russo's Marina as commercial(See Map 5). - Show Prince Harbor at Dutch Slough and Jersey Island Road as commercial (See Map 5). - Show both sides of Bethel Island Road at Sand Mound Slough as commercial (See Map 5). 3. Sphere of Influence of the City of Brentwood Staff Concern The City of Brentwood is located in the heart of the Agricultural Core containing the best agricultural soils in East County. This location causes any contiguous urban development to remove prime agricultural lands from 4 t11 Ski' "Ai 'ci '"` " i'°z$,.;wy``.' ' " h" `h5i"r ;`�` L;. •`y transportation and shopping facilities. Also Included within this category are duplexes which would generate a maximum 8-9 Units/Net Acre. This designation reflects existing small lot neighborhoods In the Planned Communities and the perimeter of Bethel Island and Sand Mound Slough. Where service availability criteria and designated densities diverge, the more restrictive shall govern. On Bethel Island and Sand Mound Slough only,single family high density use is construed to Include boat harbors, launching facilities, and ancillary uses, after granting of a Land Use Permit." b. Add the following at the end of the Multiple Family Residential Category In the text on Page 16. "Multiple Family Residential-Low Density(7-12 Units/Net Acre) Low density multiple family areas are shown on Bethel Island and Sand Mound Slough. The emphasis here is on convenient location, transition between residential and commercial uses, and a suburban atmosphere through landscaped areas. Duplexes are included In this land use category. Multiple Family Residential- Medium Density(12-21 Units/Net Acre) This density provides for a wide range of housing types, from single story patio homes and two-story townhouses In the middle of the range, to two- story townhouse and apartment complexes at the higher end of the range. Areas In Byron and Oakley are shown for this use." 2. Additional, Commercial Areas in Oakley and Bethel bland/San Mound Slough; Consolidation of Commercial General Plan Categories Staff Concern Several different land use categories for commercial uses are proposed by the Plan. This proliferation of categories tends to be confusing and difficult to administer. Staff proposes consolidating all commercial and retail business uses under one General Plan designation: Commercial, including the designnations t for commercial uses on the Discovery Bay land use map. This would make the maps easier to understand and lend consistency with other county General Plan documents. At Its June 17, 1976 meeting, the General Plan Review Committee adopted a southerly extension of the commercial designation on both sides of Highway 4 between Lone Tree Way and the City of Brentwood to include Davis Camp. The land use map should be changed to reflect this extension. The Plan does not reflect major existing commercial uses and Retail Business zoning in the Oakley and Bethel Island/Sand Mound Slough communities. In order to reflect existing land use more accurately, bring existing zoning into conformity with the proposed Plan, and provide sufficient commercial area to accommodate future growth, the land use maps for Oakley and Bethel Island areas should be revised as indicated below. These changes are indicated on the proposed Community Plan maps'Nos. l and 5. 0481 $ ..�� +. 5ti4 'u ,;•;a5`��`�. #,2t +.. `�":'nk�E"�"'*�."A�k Piz a�k�5:"* z � iF x z �" ° � r .. _ 's 3: r•.. �'� {s?v..3 ti .�., ��isr:. ��tyrt''"a����'? ka�iN ,.:�...�•;.:s,y �, .'s=;'k • I. Recommended Changes to the Land Use Map and Supportive Changes to the ex 1. Additional density detail in residential areas and the addition of multiple family and single family areas. Staff Concern The proposed General Plan provides general density specifications by desig- nating certain lands for Single Family or Multiple Family Residential uses. In addition, It provides for progressively more intense development(5 acre, 1 acre, 6000 square feet) as water and/or sewer facilities become available. Eventual- ly, as both services become available throughout the Planned Communities and ' the Recreation Community, the development pattern could either be wholly on the basis of 6,000 square foot parcels or a mix of parcel sizes not specified In the Plan. It is therefore desirable to detail ultimate densities further, utilizing the residential categories applied throughout the County, so that adequate guidance to future development is provided. The Plan's residential designations in some cases do not reflect major existing commitments such as multiple family units or existing zoning. These major areas should be changed to reconcile existing land use and zoning with the proposed General Plan. In addition, at its June 17,1976 meeting, the General Plan Review Committee adopted a southerly extension of the residential designation on the west side of Sand Mound Slough. This addition of approximately 41 acres to the Recreation Community should be reflected on the Land Use Map. Recommendation a. Add the following discussion of residential densities to the text at the end of the SIngle Family Residential category and make the changes to the Planned Community land use maps as shown on the attached proposed community maps Nos. 1, 3, 4 and 5: - "Single Family Residential-Low Density(1-3 Units/Net Acre) This designation Is for arena generally in outlying locations, on land Inconveniently located with respect,to transportation and other local and regional facilities. Large lot suburban density uses are appropriate here. - Single Family Residential-Medium Density(3-5 Units/Net Acre) This designation is for areas which are located on the periphery of the downtown areas of the Knightsen and Byron communities. It allows for a transition between agricultural/residential use and high density single family uses. • - Single Family Residential-High Density(5-7 Units/Net Acre) PIPW 4 High density area :are on` easily developed ,land, convenient to k: •:mss", .f INTRODUCTION Staff generally agrees with the goals, policies and recommendations of the East County Area General Plan as recommended by the East County General Plan Review Committee. The Plan accommodates the desires of a representative crosssection of the area residents, both the Committee members and other persons participating in the planning process and providing imput into the same—the major exception being the conflicting proposals by the City of Brentwood. Confirmation of the above is the limited number of objections raised both in the community meetings and at the first hearing before the Planning Commission. The pattern of development proposed, with the modifications recommended by staff, would provide for both maintenance of viable agricultural production as well as urban growth in the area, both in concert with the availability of public facilities and services. The Plan, containing the modifications recommended by staff, appears to be generally compatible and consistent with the General Plan for the county as a whole and the plans of regional and state agencies. There exist several areas of concern relating both to geographic boundaries and policies, in which the staff wishes to recommend modifications to the Plan. These areas of concern are the following: - Definition, extent, and minimum parcel size In areas of agricultural soils and productivity. - Detailing of residential densities, recognition of existing uses.and staging of development in the Planned Communities. - Relationship between industry, recreational uses, the Delta waterways, wildlife habitat areas,and the Tule Islands. - Differences between the City of Brentwood recommendations and the Commit- tee's proposed plan for the Brentwood area. This staff report is divided into three sections. The first recommends changes to the Land Use Map and supportive changes to the text. The second recommends changes to other Plan Elements. The third recommends changes to the Plan text. { 1.4'7;9 ' ` t , ''P.„rL F � '..�,:.e....e" +."_r..."'s,,.ez v'e'la.. `:'k .1'_. , +- 'i•. STAFF REPORT ON THE EAST COUNTY AREA GENERAL PLAN Draft Proposal Dated ApM 1976 as developed by the East County General Plan Review Committee Contra Costa County Planning Department April 4, 1977 01 s � .�� '�'•`r 3`v 'Fil#k�t�-^�'x ;i,. y".h 14 dC'y�." �v? S F },�I fA �`. i... S 4 11 11 1 ) II i 1 1 CANAL s • t N 1 , T/ AXER PROMRTY 1 t_--I tYttOttMt ' OALOOCCNI jj YC COMM OIIYAN 1• ♦ f t a[ttl� Amerm/ i600 y 3 I NtiT •OM�tN R > y , �ci g �d T T :iv 4}t a'�4{ .1.� ��` .% 7 '�� �"�.�" ii-X�royrp y. � . - t ��� 4: k,. "4 :z4..; "?}~.5..2j��� �+ - . I 1 '.•" 1;1►I �,iu_.,i`►s IL r i:ff .� —+ Z rr « r '`ti o+'1 I. •..rf"f/ T? ' ..I V �l: a c:``��(�C�a��;j •gip••\���! I is "' � } ar lf' .�•% �� .b �:•r•o\t� /`� 4i��� �'•'. ' rte' r• , t f IJO%• � GSI ���} ,d',��t r •:r r`� 'f` .i .� Oar ': t � }� i'ti y.(J •,� P!+• - r� t �+n ;••�• , n' �'V� �. r s o: i t f n• rn �1 •r��ra�.. I w r t � t t t r,r ✓ /�y1� r � ! t J•t 4 St �� �.n • •••fir � '`titi'J r• ` FF" � , c t 00 '•'�° � r •� rtetaorr r «, if •• ,�. •1 t f � � fr • i! Jt it BRENTWOOD /RR/G ii }} } A M c j CANT/NWE DISTRICT /M�RTN MAIN CANAL f~s 600 r 71 e i'�•3j r . • UUU � + • eq t 7t_ 4 M tat 4 w 4m" $ ' M 'wO QARIN •r PROPERTY w»aw "M• • t s Mt i.rRit�� 4rAgAf$ AmoaTw o• foa�i' soo' • 1/ MOBIL, tur a,wM•_ aa. ,Iwaaw,ar WIN" w c 3 .� . 4T j _7_ Staff agrees that a legal opinion regarding the magnitude of variances vis a vis • rezoning might be helpful in implementation of the Plan. Staff recommends that the City's General Plan, as adopted from time to time, be given full consideration (see staff report dated April 4, 1977, pp, 6). 014 14 "* Craik 4 4v a.y kik .3. r'ik `c`psi, }� '�w t' F :a4f'� t:. far`'+' a Y v�x 1F a^,�'' ` manner. Experience has shown that areas allowed to develop with varied parcel size on an unplanned basis, utilizing individual well and septic tank facilities, are difficult to serve with public roads and utilities when these become available. It is true that the sandy soils in the Oakley-Sand Hill areas allow percolation; however, increased numbers of septic tanks in a given area will gradually have an adverse effect on undergound water supplies. Staff recommends that the proposed land use designations, and proposed minimum parcel sizes and utilities criteria, be retained as proposed. 13. REQUEST BY: Mr. Joseph S. Connery, Executive Officer, Local Agency Formation Commission, in memorandum dated April 19, 1977. 1 Mr. Connery notes that the Plan allows for considerable development in the Oakley-Sand Hill area, well beyond the programmod sower capacity of the proposed sub-regional sewage treatment facility. He suggests that possibly the Plan should reduce the development in that area. Further, he asks whether the amount of land proposed for development will be reconsidered if the pending'sewer boild election to increase the present plant capacity should fail. Mr. Connery also commented on parcel size requirepents in the proposed Plan, and suggests a firm time commitment for a study of appropriate parcel sizes. Mr. Connery states that the continuing practice of granting variances in the creation of lots substantially smaller than five acres in the A-2 district could . further harm the Plan's goals of preserving agriculture. He suggests that a legal opinion be sought as to the appropriate magnitude of variances which may be granted without a change in zoning. Mr. Connery noted that, when LAFCO approved the Hernandez Annexation, it encouraged the City of Brentwood to proceed toward completing its General Plan so that this information would be available to LAFCO for its review of Spheres of Influence for cities in 1980. He referenced staff recommendation 03 in the staff report dated April 4, 1977. -This recommendation suggests that the Brentwood Sphere of Influence be reflected in the Planned Community designation as it presently exists; once the City of Brentwood adopts its proposed General Plan, the Area General Plan can then be reviewed in light of the City's adopted policies. RECOMMENDATION: Staff recognizes that the holding capacity provided by the proposed General Plan exceeds both the population projected during the planning period and the number of persons who could be served by the presently proposed .sewage treatment system. The staff report of April 4, 1977 addressed this issue, and recommended densities and development phasing more closely geared to the sub-regional treatment system capacity. The ultimate holding capacity of the Plan, with the modifications proposed by staff, is still greater than the projected population expected in order to allow some degree of choice in location of development. The General Plan review and update process will provide an opportunity to adjust the Plan, if necessary. Staff agrees that larger parcel size minima may be necessary to achieve a. major 'LV goal of the Plan; namely to preserve viable agriculture in East County. However, no definitive. conclusions were:.reached,on the optimum parcel, size. Therefore staff recommends that .this natter receivq further coq� d on in future plan reviews !)) (( ^$ z 'rrylfFxA t r; -3_ RECOWENDATION: The property is designated on the proposed General Plan for "Agri culture-Residentiai" use and is presently zoned A-2. The existing business use has existed for a number of years under a valid Land Use Permit, and may continue to do so. Under the provisions of the Zoning Ordinance the owner may apply for a LUP to expand an existing legal use. The proposal would be considered in the light of existing conditions and appropriateness to the area. Staff recommends that the proposed General Plan land use designation of "Agriculture-Residential" be retained. The applicant should pursue expansion of her business through the regular LUP process, 10. REQUEST BY: Mr. Earl Landrum at the April S, 1977 hearing. Mr. Landrum asked if he could rebuild his business property (located north of Delta Road on the east side of Highway 4, see Map 13) were it to burn down. RECOMMENDATION: Mr. Landrum was advised by Mr. Dehaesus at the hearing that he would be permitted to rebuild the structure, should it be destroyed, since he has a valid LUP for his transmission shop. 11. REQUEST BY: James Buell, City Administrator of the City of Brentwood, at the public hearing on April S, 1977. Mr. Buell reiterated the City's opposition to the East County Area General Pian designations for the Brentwood area and the City's desire to have a much enlarged area shown as Planned Community in the Plan. He requested that, if the Planning Commission would not delay the adoption of the"County General 'Plan, it include in the text of the General Plan some assurance that the County will review the Area General Plan when the City of Brentwood adopts its new General Plan. RECOMMENDATION: The City of Brentwood's request for an enlarged Planned Community area for further growth is addressed in the staff report of April 4, 1977. Staff recommends that in the Commission and Board resolutions adopting the East County Area General Plan they provide the requested assurance. The Commission should indicate that, when the City of Brentwood adopts its proposed General Plan, it will review the City's Plan for potential incorporation into the text and map of the East County Area General Pian. 12, REQUEST BY: Mr. Charles Pringle, at the April 5, 1977 public hearing. Mr. Pringle requested that areas in the Oaksey-Brentwood Planned Community which have poor quality soils, and are marginal for economic agricultural operation, be allowed to develop at one acre minimum or larger parcel sizes on the basis of individual septic tank and wells. Mr. Pringle stated that the utility criteria proposed (i.e,, five acre minimum with no public utilities,, one acre minimum with one utility, etc.) are not equitable and in effect place the whole area in a moratorium. He further stated that septic tank development should be allowed since the prevailing sandy soils are suitable therefor. RECOMMENDATION: The Plan .as proposed will provide for substantially more development and papulation than is projected for the East County area over the next decade. The Plan proposes to channel this growth .to .areas adjoining -existing development, which are presently served or,could be served,by existing.pubtic:utilities. :The intent of the Plan is to accomodate and direct growth"In } tcay �� s[ficient z aak w s to h V "�^. §- �+,#'r y ���'C fa t t;am i ig L,I��y�i; V . 7. REQUEST BY: Mrs. Ludie Hurst, at April 5, 1977 hearing. Mrs. Hurst requested that a parcel of land (Assessor's Number 33-053-10) presently zoned R-B, located at the northeast corner of Highway 4 and Hill Street in the Sand Hill area (see Map 13), be designated as Commercial on the proposed General Plan. The owner was granted a land use permit in 19S8 for an auto sales business, but due to illness the business was closed for some time. The owner desires to sell the property for commercial use, however, the subject parcel is designated on the proposed General Plan for single family residential use. I RECOMMENbATION: The present commercial use of this property could be continued under the existing LUP; an auto sales business would have to be maintained, and the owner would have to apply to expand the LUP to other uses. The General Plan designates substantial acreage for commercial use north of the E City of Brentwood, along Highway 4, and at Highway 4 and Lone Tree Way. To ` designate additional areas for commercial use, or to allow expansion of the several non-conforming commercial uses presently found along Highway 4, would establish strip commercial land use along the entire route of Highway 4 between Brentwood and Oakley. Staff recommends that the single family residential land use designation be maintained as proposed. 8. REQUEST BY: Gerald Continents, at April S, 1977 hearing and by letter dated April S, 1977 signed by his parents, Anthony and Mary Continents. The Continents family owns 38 acres contiguous to the City of Brentwood (see Map 14) south of Balfour Road. Mr. Continents states that it is no longer financially feasible to farm these lands, and he now desires to be -included in the Brentwood Sphere of Influence so that he may develop this land. He also indicated that his parcel is located adjacent to the Clearview and Southland subdivisions which are served by City sewer and water. The proposed General Plan designates this property and surrounding area south of Balfour Road as Agricultural Core. The Continents parcel is.adjacent to a small portion of the City which protrudes south of Balfour Road. Extension of.the Planned Community southerly will bring development pressures to bear on the next tier of agricultural lands. Even if the Continents parcel (37.9 acres) were to be considered for annexation to the City, the combined acreage within the city limits south of Balfour Road would still be small and not sufficient reason to subject 226 acres north of Balfour between McClearn and Balfour Roads, and the areas south to the canal west of Walnut Avenue (46S acres), to subdivision pressures. RECOMMENDATION: Retain the Agricultural Core designation as proposed. 9. REQUEST BY: Jen Thayer, at the February 22, 1977 and April S, 1977 hearings. Mr. Thayer requested that the commercial use of a property located at the southeast corner of Cypress Road and Knightsen Avenue (see Map 1S), on which a grocery store and sporting goods business is located, be allowed to expand to include a service • station. For this reason he requested that this property be designated for commercial use on the General Plan. 1X -70 « � 1 = 1 4 SO -A ,y's{yiF...-g; kAi k.' "�yp.yi.,4 �- t}` n Y` '�}� ,s'�F �, `}4.'tIP ",4C bA a'z�'.�,� '4 �''.� ,,i� '�'- y�'��: .=e".c. 1S.t ..t 'ak. _ .... RECOMMENDATION: In its staff report of April 4, 1977 staff recommends that the General Pian be reviewed three years prior to its expiration date of 1987. It also recommends that the proposals of the City of Brentwood be considered when the city's General Plan is adopted. The appropriateness of the Agricultural Core designation on Mr. Garin's land should be reviewed at that time. S. REQUEST BY: Joan Dean, at the February 22, 1977 public hearing. a. Ms. Dean pointed out that the Agricultural Subcommittee of the East County General Pian Review Committee recommended 20 and 40 acre minimum parcel sizes respectively for the Agricultural Core and Agricultural Recreation areas; these were later reduced to 10 and 20 acres by the full committee. She supports the larger acreage requirements. b. Ms. Dean felt that the recreational value of the Big Break shoreline and the industrial designation recommended by the General Plan are incompatible; she supported preservation of the Big Break shoreline as a park area. c. Ms. Dean recommended some progressive reduction in allowable densities in the Oakley Planned Community, as it extends from the Downtown area south into the farm lands. RECOMMENDATION: a. Staff agrees that larger minimum parcel sizes should be considered for the agricultural areas but snakes no recommendation at this time. b. Staff recommends reduction of the industrial designation at Big Break to exclude the water and marsh land areas, as indicated in the staff report of April 4, 1977. c. Staff has proposed graduated densities in the Planned Communities in the staff report of April 4, 1977, and recommends that the area south of Laurel Road and the Contra Costa Canal be considered as interim agricultural and not be developed until considerable infilling and development has occurred north of the canal. 6. REQUEST BY: Jack Hernandez, at the public hearings on February 22, 1977 and April S, 1977. Mr. Hernandez requested that his land in the Brentwood area not be considered "Open Space" and that it remain in A-2 zoning. He also expressed concern that the service availability criteria for the Planned Communities, limiting subdivision to 1-acre if only one public utility is available, is overly restrictive. He asked whether deferred improvement agreements could be implemented in cases where Utilities Were not available at the time of development. RECOMMENDATION: The only areas considered "Open Space" by the General Pian are recreation areas and water areas. Mr. Hernandez' land is thus not considered- "Open Space". Zoning will reflect the parcel minimums established by General Plan categories., It is the intent of the General, Plan not to allow subdivision. Lo smaller parcel sizes until�,.services are.iiiiiable. A deferred imp; v Q greemsi would not be in keeping with this policy. � Tg y .`S k . `F�'G`.,. c! ,' S>b'' r},r'{'i-i..l ° s� •xr,.r�*. 5'1z,. �'�j'i, tr x kZi` rr:�k •G—�,a, -2- 3. REQUEST BY: Harry Reeves, made at the February 22, 1977 public hearing. Mr. Reeves made the following comments: a. The General Plan should take into consideration to a greater extent the agricultural contribution of East County, and should view the area in its regional perspective. t b. on soils Lhich are not "prime" soils, larger acreages are needed to maintain viable economic agricultural units. c. Parcelization of agricultural lands should be controlled, and existing parcelization should not be used as an excuse to expand development outward. d. Preservation of agricultural lands will not work unless the economic realities of commercial agriculture are also dealt with. He suggests that guidelines for preparation of General Plans be modified to allow discussion of economic realities. RECOMMENDATION: a. The East County General 'Plan does recognize the importance of the East County area for agriculture in the Bay region by setting as its primary objective the • preservation of soils suitable for agriculture. By establishing larger minimum parcel sizes for agricultural areas and channeling urban land use into Planned Communities, the Plan attempts to maintain viability of agricultural operations'. b. In the staff report of April 4, 1977, considerable discussion is given to the question of minimum parcel size to maintain viable economic agricultural units. Staff agrees that larger parcel sizes are most desirable in the agricultural areas, and especially in the foothill areas used for grazing. c. The Plan attempts to discourage break-up of parcels by establishing larger parcel minima in the agricultural areas, and applying service availability criteria to subdivision within the Planned Communities. d. The implementation measures of the Plan (pp. 53) support changes in the assessment of agricultural lands and encourage the use of the Williamson Act. Also, the Plan describes economic constraints on maintenance of viable agriculture (pp. 12 and 13). 4. REQUEST BY: Bill Garin at the February 22, 1977 public hearing, and by Mr. Gordon Chong (representing Mr.. Garin) at the public hearing on April 5, 1977. Mr. Garin owns property adjoining the easterly limit of the City of Brentwood in the Agricultural Core (see map 12). He supports the proposed Brentwood Genoral Plan and requested that the County take into account the desires of the city. • He also requested that if not now, at some time in the future the County General Plan should be altered to allow him a change in zoning to develop his land if it becomes economically impractical for him to continue his farming operations. cpp 4 1.2.."`.��� n ,M:'C+�. � k� n .�.J"s \4 xx .C+:.rT'Y`.�3��".1`ia• ?�`f'>?h�i t^_"' _.� :C .. ,_._.•• ., ti-nS,..Yi t ..o.ti�.:�..�.�. v .-,`',�s .. - _ _, INTRODUCTION This is a continued public hearing on the proposed East County Area General Plan. The Planning Commission held public hearings on this proposed Plan on February 22, and April S, 1977. Requests made for modifications in the recommendation of the East County General Plan Committee are summarized below, as are the recommendations of staff relative to each request. Other staff recommendations for modification of the Committee Proposal were submitted to the Commission in the Staff Report dated April 4, 1977, which recommendations were also discussed at the April S, 1977 hearing. In addition to the above, the Commission held a public hearing on the EIR on March 15, 1977, on which date the hearing was closed, though additional written comments were accepted through March 22, 1977. Responses to the comments on the EIR (made on February 12, March 15, 1977, or in writing) are contained in a separate document titled "Responses to Comments on the EIR for East Contra Costa Area General Plan", dated April , 1977. REQUESTS FOR MODIFICATION OF PLAN I. REQUEST BY: Mr. Richard Hackett, Chairman of the City of Brentwood Planning Commission, at the February 22, 1977 public hearing, Mr. Hackett read a prepared statement reflecting the views of the City's Planning Commission. He stated that the city is in the process of developing a long-range General Plan, and that this General Plan must include also areas . outside the present city limits which "are going to grow". He indicated that the city "wants to preserve .the rural small-town atmosphere...", wants "...to preserve the viable agricultural areas around the city...", and wants to ". ..develop the Central Business District into an attractive shopping area and a viable economic unit". RECOMMENDATION: The goals of the City of Brentwood are in basic agreement with the proposed General Plan. However, staff concurs with the Review Committee that encroachment into the Agricultural Core should be kept to a minimum, and that a Planned Community designation of 15 square miles is excessive (see also pages S and 6 of the staff report dated April 4, 1977). Since the proposed General Plan of the City has not yet been framed to an extent which would allow adequate evaluation of the city proposals, it is recommended that this question be reopened when the city has formally adopted a new General Plan, and that the intent to undertake this review be incorporated into the Planning Commission and Board of Supervisors resolutions adopting this East County Area General Plan. 2. REQUEST BY: Mr. Joseph Cunningham, Mayor of the City of Brentwood, at the February 22, 1977 public hearing. Mr. Cunningham read a letter addressed to the County Planning Commission, which requested the cooperation and support of the County in helping the city to achieve a scale of economy, Achievement of the city's goals is tied to "the limits of • its planning and utility areasV,which are defined by "cultural, institutional, and geographic attributes of the area". RECOMMENDATION: Review this portion of the East'County Area General Plan when the city, has.,adopted its ;proposed General Plan (see recomendation on item 41 abov®) VRAMx •xi � < Kies- °kn.ai``3e a!�� tr Twp-•f xw2 �i^��nf'•ax �.'�# n � � & c +v ��A ��{'" '� +" '¢a ih't.:'� i k r STAFF REPORT ON REQUESTS FOR MODIFICATIONS TO THE PLAN MADE AT THE PUBLIC HEARINGS ON FEBRUARY 22, AND APRIL S, 1977 AND LETTERS RECEIVED PRIOR TO APRIL 28, 1977 1 April 29, 1977 4v ::a. :��.=:�'��+ .: � $"� �er,s'E'tt„F�"e��,�+ � `-`Kx.i,��: �i't�lt"�` �'�` }} RECOHMENgAT TON: These concerns have been discussed in previous staff reports of April 4 and April 29, 1977. No additional changes to the draft pian are recommended, 9. Request by: Ms. Thayer, at the public hearingon May 3 requested clarification of the application prcess for expansion MThayer s. Of ciai uses on her property at Cypress Road and Knightsen Avenue. ommer- RRC%KNOATION: Ms. Thayer's request has been answered in a detailed letter (copy attached . No change to the draft plan is recommended. ) 6/3/77 Wed y'y^'n " S. Request by: Jack Hernandez, at tht, public hearing on May 3, 1977. Mr. Hernandez reiterated his concern that the criteria for subdivision based on availability of public utilities was overly restrictive. He felt the five acre limitation in the Agriculture Residential area between Sunset and Laurel Avenue is too restrictive. Ile suggested allowing deferred improvement agreements in these areas. RECOMI-IENDATION: None. Mr. Hernandez's concerns have been addressed in the staff report of April 29, 1977. 6. Request by: Gerald Continentie, at the public hearing of May 3, 1977. Mr. Continentie reiterated his request to have a 35 acre parcel adjacent to the city limits of Brentwood shown for urban development within the Brentwood sphere of influence. RECOMMENDATION: Retain the Agricultural Core designation as proposed, as discussed in the staff report of April 29, 1977. 7. Request by: Rachel Baldocchi, at public hearing on May 3, 1977. Ms. Baldocchi supported the proposed 10 acre minimum for Agricultural Core lands. She urged the Commission to give serious consideration to the } • proposals of the East County General Plan Review Committee. RECOMMENDATION: d None. 8. Request by: Charles Pringle at the public hoarig on May 3, 1977. Mr. Pringle made the following remarks: x 1. That circulation improvements and setbacks required of subdivisions in the past have established an infrastructure to allow a much higher density in the Agriculture Residential areas than that proposed by the five acre minimum. 2. That toning should reflect General Plan policies. '< 3. That mutual water companies should be considered as meeting the w�t definition of a "public" water supply. ,i 4. That higher densities than 6-7 units per acre be allowed north of r Laurel Rd. in Oakley. S. That the Scenic Routes Element should be retained in the draft plan. • 6. That parcel size minima are too restrictive. `� .. .. ._,."�k ., •«-:;33x �tt� Y: ,'r � t:.�".?;' m � �z�.i .t�, s�,"$. r w i .x cr a�" '3_ F L �� .zx '.�#i��� '` �a�.'`r�, ;"'c'��ti�4�',,a..•', „`�.ry �,� e��9.t�Y�i.`"''��#� ?'� `��'� u'.'a",a.*f*?�rL.?�.y'3�fi�`.'k.ss t;v n • RECOMMENDATION: a. Staff agrees that larger minimum parcel sizes should be considered for agricultural areas. See recommendation on item #1. b. Some methods for relieving the tax burden of farmers are mentioned in the Implementation Measures suction of the draft plan (pp, 53) . Techniques which Ms. Dean mentions in hor letter, such as'a transfer development tax and purchase and lenseback, would probably require enabling legislation by the state and greater economic resources than the County has available. c. Staff recommends reduction of the industrial designation at Big, Break to exclude the water and marshland areas, as indicated in the staff report of April 4, 1977. 3. Request by: James Buell, City Administrator of the City of Brentwood at the public hearing on May 3, 1977. Mr. Buell reiterated the City's opposition to the East County Area General Plan designations for the Brentwood area and the city's desire to have a much enlarged area shown as Planned Community in the Plan. He suggested that 40 to 60 acres as #, minimum parcel size would be more likely to maintain'agri'cultural productivity,than the S, 10, and 20 acre parcel minima established by the Plan. tie also urged that stronger wording be included in the reso- lutions adopting the East County General Plan regarding the County's commitment to consider incorporation of a new Brentwood General Plan into the County General Plan when the city's now plan is adopted. Mr. Buell also protested that the public hearing not be closed at this time, and be continued. REMIENDATION: The City of Brentwood's request for an enlarged planned community area for future growth is addressed in the staff report of April 4, 1977. Since the city controls the provision of sewer and water services to the area, and annexation is generally required as a condition of pro- viding those services, the City's General Plan when adopted will be the dominate plan for the Brentwood area. No change is recommended in the staff's recommendation of April 29, 1977, regarding the Commission and Board resolutions adopting the East County Area General Plan. Recommendation N1 addresses the issue of a larger parcel size in agri- cultural areas. 4, Request by: Joseph Pupningham, Mayor, City of Brentwood at the public hearing on May 3, 1977. Mayor Cunningham urged the Commission to consider a larger parcel size for the Agricultural Core area than the proposed ten acre minimum. He also requested that the hearing not be closed, but be continued. RECO14IENDATION: - Same as item sl. �i . sr..�, nn 0 fit_`' '�` ', °a$ a - a- L t• ri ;�r S, ° STAFF RITORT This is a continued hearing on the proposed amendment to the county General Plan. Previous hearings on theplan took place on February 22, April 5, and May 3, 1977. Additional public hearings on the EIR were held on February 22nd and March 15, 1977, the hearings on the EIR are closed. Staff recommendations are contained in the Staff Reports dated February 18, March 11 and April 29, dealing with specifically with each request made in writing and at the-public hearings. Responses to and recommendations on requests at the May 3, 1977 hearing are provided below. 1. Minimum Parcel Sizes in Agricultural Areas. The issue of minimum parcel sizes in the agricultural areas has been widely discussed throughout the public hearings. Several persons have urged that larger minimum parcel sizes be adopted. Staff has discussed this question in its staff report of April 4, 1977, but made no recommen- dations for parcel size increases at that time. Considering the diversity in terrain, soils, and in ranching and farming opoiations in East County, staff feels that a detailed study of appropriate minimum parcel sizes in conjunction with agricultural industry groups is necessary before any specific recommendation can be made. This study must deal also with the i . more gettoral question of.agricultural viability, because the parcel size ,.issue is integral to the Plan's goal: "To encourage the presentation and management of agriculture." A high priority should be given to a study of parcel size and agricultural viability in the Plan, this study to be initiated within six months of adoption of the plan by the Board of Super- ivisors. RECOMMENDATION: 'Add the following sentence to the "Required Implementation Measures" for agriculture on pp. 53: "Initiate a study on the issue of parcel size and agricultural viability after the adoption of the East County General Plan.,' 2. Request by: Ms. Joanne Dean in a latter dated April 30, 1977. Ms. Dean elaborated on her comments made at the February 22, 1977, public hearing concerning minimum parcel size and taxation of farmlands, and the preser- vation of the Big Break area. She made the following recommendations in her letter: a. That 20 acres be the minimum parcel size in the agricultural core area. b. That methods and strategies for preserving farmlands, by reducing taxes for farmers, be discussed in the plan. c. That the Big Break water and shoreline areas be preserved for park • and recreation use, and not be designated for industrial-uses. } r xS} }+ RF' 4tpt' It: STAFF REPORT ON EAST COUNTY AREA GENERAL PLAN FOlt CONTRA COSTA COUNTY PLANNING COMMISSION HEARING OF JUNE 7, 1977 01-4f1 t• Contra Costa County Planning Departmont June 3, 1977 ,!1 x:.. +.. _ _ i..:":t' '46 ....'.+,•..�.,.� � `xiv§w�,fA�'}moi�:•F.ST`�^�"fF;'tti .S,:3���'' f;T�.1`�n., ••4` �'7''�.�'S[�'^ti4`�^` C`*Sti�iii9l t�. Y ,��.4s'.f j3> �'q'"Ss",�yt'.,�T',. V� ci M 61 U 11* M I J ►.1 96 � M 00 h tA co N LU W 1.4z u ..3 M ti 4 < < Y� Mod W 0.0 N N , O Ln a� .".a . 0 M V1 H 00 tqv o O 'C z tn a '2 LU W� f � m rl �o v 01.460 s 67 ,}• 1. r � '-'r t��,,':,3•.,�.q' `'-`2�.Yf, stz .4is �Z 1•ABLL• C-2 �f EAST COUNTY GEN&RAL PLAN PROPOSED LAND USE LAND USE ACRES � AGRICULTURE 100,095 Agriculture Core Agriculture Recreation 31,387 Agriculture Residential 54,125 PLAINNED CO;.C+IUfi ITY 7,994 Oakley/Sand Hill 4,843 Discovery Bay 1,783 Brentwood (incorporated) 1,197 Byron 123 Knightsen 43 RECREATION CaMUN ITY I 1,471 Bethel Island 1,471 INDUSTRY 1,941 RECREATION 6,051 TOTAL 117,552 ,rl .,y.sW ' � � ♦ JI A d : w w n j Y � Y Y ♦ Q Y'' ♦ riM 3g4 � er ^� pp � s`y �ur H uZZ Cy y fry. y w Ap f 3i'�a r d6 r j 216 921A E on a on 6R N 6 s r a a � V e a ♦ � �J u 'O � ♦♦ w �j IL t� N M a t,5 �* .' �t:�' ak APPENDIX C x,�?d;�"xY TABLE B-2 EAST COUNTY GENERAL PLAN PRIM SOILS IN AGRICULTURE CORE SOIL TYPE CLASS Brentwood Clay Lcam, Wet (Be) I-1 Brentwood Clay Loam, 0-2 Percent Slope (Bb) Ilw-2 Capay Clay, 0-2 Percent Slope (CaA) IIs-S Capay Clay, Met, 0-2 Percent Slope (CbA) 11w-S Clear Lake Clay (Cc) 112-S `Rincon Clay Lou, 0-2 Percent Slope (RbA) IIs•3 Rincon Clay Lou, Wet, 0-2 percent Slope (RcA) IIw-2 Sorrento Silty Clay Loam (Sm) I»1 Sorrento Silty Clay Lou, Sand Substratum IIaO Sycamore Silty Clay Loam (So) I-1 Sycamore Silty Clay Lou, Clay Substratum (Sp) I1w-2 F w t TABLE U-I EAST COUNTY GhNLRAL PLAN t:X I ST I NG LAND USE LAND USE CATEGORY ACRES RESIDENTIAL 2,22:1 Single Family and Related 1 ,999 Multipip Family and Related 36 Mob i In How 61 Mobile Home Park 114 Group Quarters 13 COMMERCIAL 490 Rutuil Business and Related 235 Commercial Recreation 255 INDUSTRIAL _ 591 Light Industry _ 137 Iloavy Industry 104 Mincrrat Extraction -350 PUBLIC/SEMI-NUULIC 716 Public/Semi-Public 213 Utilities 503 OPEN SPACE 111,703 Agricultural 99,201 Intensive 56,549 Extonnive 42,652 Vuc:un t 8,860 Wutar ! 3,312 Rea rru t ion .1,40 OTH LI R 1,829 Road: and Streets 1,618 Rut Iroad 211 TOTAL-ACREAGE 117,552 63 } '} FA ��..--r,y. ti J-i;;� .S [` �a,I ', �� L.E7e4Ts `u4 APPENDIX 8 01454 QN, .:. TABLE A-5 EAST COUNTY GENERAL PLAN POVERTY LEVEL AND 11OUSINO INDICATORS April, 1970 EAST COUNTY Total Families 3,831 Families Below Poverty Level 506 Percent to Total Families Below Poverty Level 13,2 percent Total Families In Housing Authority Units 210 Perccnt of Poverty Level Families in 11ouKing Authority Units 41.5 TABLE A-6 LAST COUNTY GENERAL PLAN CONTRA COSTA HOUSING AUTHORITY UNITS January 1, 1970 to January 1, 1974 TOTAL OCCUPIED UNITS AREA JANUARY 1.700UAR CONVENTIONAL HOUSING Brentwood Area 44 44 Oakley 30 30 Oakley (elderly only) 40 40 TOTAL' 114 114 LEASED HOUSING Oakley Area 96 137 TOTAL 96 1337 - 014,93 TOTAL EAST LOUNTY 210 251 F to r/� h 4A 0 0 Ln r. .r Rt h 7 m th CS O d O to oO %a FFA♦ 7 RS CAtA M M O O Z Q 00 O ul toO ...Q N N M co h 14 O Ln Im CA N to Pft ay n N ili X0+1 hM M � 00 IkA I Z a wZ IA M YS i M Ne N n o h Ln N G1. V' W 1 [o N .r ONO ti 94 h N co t� N rI N C6O ►�.r O N iQ tl'1 � '� h OO M ,QO Ot Y» C6 m h ti 01 O p 14 N .y go N M t011 M aw . ♦ M! h tt � W (.. 01452 e V M.: M M M' M Cll CON, t.ta'�`��4Y±.,3;��ti �.>-�r. ,�3:.�EA..•<v"R•1 �-� �: $ �4 � a t i'a .k�c t �'t -�3 .t."�f' a°•rte �i�`a,`4,�,�^)�"p"^5'��= i a;i4;31�"'� �, J II 7 T .. 71 •f O .•+ • H T o. o n 1� N �' IA .t I! N • H to N 7 7 A N 7^ 1A L • I Ifil Q 01 f. H m -W .{ IA .0.1 O O OO .. 000 J 6 H M N O IA h N .p p a H Guo N IA 40 ra L . . 01 r .. .n p. OL-2 M• N 01 O V N 7 W 01 A N a 7'. .. N K A a N N a •n IA o � n N a a 1 N r • {� r! q O M n O p�� N °G $ 011 1�� p 1•• N w rp! O n vl !{ O 'D K �MQ1 M T1 7p ROOD N O M f+ O � ' y ca pNO f� N .. 3YC. • .r .+ y ' M O t pp M M O M O ^ f` N N 7 A 01 1�ti O b V N n N p s1 0. I y tL 'A UJ 0 � IHi �(�■11 ru.n to {�7 'Oe 17 V R Gi t4 VvV �a tj tiFc i.A. F� } N 2 O Q Ou 'A A 1 � j 59 '.. 2 APPENDIX A 01450 VM TABLE A-1 EAST COUNTY GENERAL PLAN POPULATION BY AGE GROUP, 1960 to 1970 EAST COUNTY 1460 1970 1975 AGE GROUP NUMBER PERCENT NUMBER PERCENT NUMBER PERCENT 0 to 9 2,520 21.6 2,399 17.8 2,215 1S.S 10 to 19 2,149 18.5 2,868 20.6 3,068 21.5 20 to 44 3,652 31,5 4,025 28.9 4,497 31.5 45 to 64 2,366 20.4 3,166 22.5 2,966 20.8 6S and Over 931 8.0 1,481 10.7 1,531 10.7 TOTAL 11,618 100.0 13,889 100.0 14,277 100.0 TABLE A-2 EAST COUNTY GENERAL PLAN ' COMPOSITION OF THE POPULATION BY RACE"' EAST COUNTY PERCENT PERCENT RACE 1960 OF TOTAL 1970 OF TOTAL White 8,484 73.0 9,550 68.8 Black 19 .2 17 .1 Spanish Surname 2,827 24.3 3,751 27.0 Other 288 2.5 S71 4.1 TOTAL 11,618 100.0 13,899 100.0 *Census data is not complete at this time for 1975. 014419 S8 its," s. FIGURE A-1 EAST COMM GE14ERAL PLAN POPULATION GROWTH, 1940 - 1975 Contra Costa County, California 600 30 400 tot 300 i 6- 2007 --7/' . 100 0 1940 _.. �a. _ .1,+if}� .. _ ~'2i �,a ._:lc:..... 0 X75 � i YEAR , Cor4.ra Couto County 48 Ap Ea3t County I bill 1 57 fie,F ; ' ', e Y�` 6a X- t .Y Q, �4 Y t s Y 4. Initiate a countywide community facilities study to insure com- • patability of facility development throughout the County. S. Devise a phasing program for the provision of facilities and services. 6. Work closely with the school districts to insure that adequate funding will be available for the required expansion of services. Additional Implementation Measures 1. Study the feasibility of consolidating service districts in the Planning Area including school and fire protection districts. 2. Coordinate the activities of service districts. 3. Study and develop a policy to require servicing capability as a condition of development. �f ur. [ • �' S6 '7 i • ADDITIONAL IMPLEMENTATION MEASURES 1. Prepare a specific plan for Bethel Island to guide its future growth. RECREATION REQUIRED IMPLEMENTATION MEASURES 1. Adopt local park acreage standards. 2. Provide a public agency mechanism to utilize existing procedures for distributing park dedication fees to appropriate East County areas. ADDITIONAL IMPLEMENTATION MEASURES 1. Study the potential for an East County Recreation District to provide for the recreation needs of the area. 2. Support and encourage state efforts toward creating a developed State Park at Frank's Tract State Recreation Area. 3. Study waterways for a waterways trail plan. • CIRCULATION REQUIRED IMPLEMENTATION MEASURES i 1. Obtain road widenings and appropriate road improvements as land is developed. 2. Initiate a program of correcting road deficiencies on existing roads. 3. Coordinate road development and improvement programs with local and State agencies. COMMUNITY FACILITIES Required Implementation Measures 1. Coordinate development and facility requirements with the applicable agencies. 2. Participate in applicable local and regional facility studies. 3, Initiate a study of the multiple use aspects of community facilities directed at maximizing the use of each site. • 0*1446 s•is . �"�€ �x�y�'�� �' •t����yi'.� �c ..,i�Yr�+_i� '� '=:z.�i*r'-`s;tua� 4 $�r�e s t�s3��a;v �i ,;� a .:4 4. Review Williamson Contract Program as to its effectiveness in achieving stated goals in the East County Planning Area, namely the avoidance of real property tax burden on agricultural uses which forces their conversion to suburban uses. S. Develop a flood plain zoning ordinance. 6. Limit installation of major roads which will be detrimental to agriculture. 7. Encourage and support State and Federal water reclamation projects and physical development projects which would increase, enhance and protect agricultural lands. 6. Establish development standards policy for required improvements in each agricultural land use category. PLANNED COMMUNITY REQUIRED IMPLEMENTATION MEASURES 1. Require connection to urban utilities and facilities. 2. Review existing zoning within each Planned Community as to its conformity to Area Plan land use categories. ] 3. Revise zoning to reflect use. 4. Develop incremental phasing program for physical growth. S. Establish a development standards policy for each planned community. RECREATION COMMUNITY REQUIRED IMPLEMENTATION MEASURES 1. Require connection to community sewer and water facilities before urban development is allowed. 2. Require detailed geologic and engineering reports as a prerequisite for considering the approval of public and private development. 3. Revise zoning to reflect use. 4. Develop incremental phasing program for physical growth. S. Establish a development standards policy for the Recreation Community. 0 3 S4 u •{,� ,Al t -4 '` d ss' ""f`.k.i a• t ° j i L l '�x tc ,`�'+' .4 '.b-'�r�"s t `. r :i�` _.a�`, >^,�., -" ,w 7.:1r...`° .. x w=_t, .�:?..+,�' '^kxt�.,,#>v.- s"'.� +�'U*t�2^s ' x a. �•. � i ,fia9� _�. (. hSetrr'r4i i,sp M'- mss✓ IMPLEMENTATION The purpose of this chapter is to establish a program for implementing Area Plan proposals following the Plan's adoption. This Pian is developed for a period of ten years. During this period it may have to be amended to reflect conditions not now anticipated. Further, to insure that the plan is current and up to date, it is recom- mended that it be reviewed periodically. An annual review is recommended to monitor the progress of the plan and the Planning Area. The implementation of the plan requires a number of actions. By subject matter these actions include: AGRICULTURE REQUIRED IMPLEMENTATION MEASURES Agricultural Core Area 1. Revise agricultural zoning in the agricultural core to require 10 acre minimum parcel size. Agricultural-Recreation Area 1 1. Revise agricultural zoning in the Agricultural-Recreational Area to } require 20 acre minimum parcel size. 2. Adopt an agricultural zoning ordinance appropriate to the 20 acre minimum. Agricultural-Residential Area 1. Revise agricultural zoning in the Agricultural-Residential Area to require 5 acre minimum parcel size. Measures Applicable to All Agricultural Land Use Categories 1. Support state legislation to assess real property taxes on use (agriculture as a "highest and best use") and not potential urban value. 2, Review present zoning districts and rezone where applicable to make zoning reflective of use. 3. Revise the designations of the agriculture toning districts to reflect the minimum allowable parcel size. i 01.441 ' S3 a: w sRti.!s.,.Tx �,�,`i p Yeti NOISE ELEMENT The Countywide Noise Element indicates that residential areas and schools are adversely impacted by transportation noise (in Oakley and Brentwood). The element provides noise contours for both existing and 1990 noise levels. Development within these contours should consider and be designed to provide appropriate attenuation of noise. Similarly, consideration of noise radiation from stationary sources should be a major determinant for major industrial and commercial development. 52 01443 1 • SAFETY ELEMENT Policies of the Countywide Safety Element of the General Plan also apply in the Planning Area. Major policies impacting the development pattern of this Area Plan include the following: Geologic hazards should be fully considered in the planning of industrial development located on reclaimed land just east of Bridgehead Road and north of the Santa Fe Railroad; development of reclaimed lands in the Delta islands and below the 10 foot elevation; on landslide deposits found in small areas near Marsh Creek Reservoir and east of Vasco Road; and on slopes over 26 percent east of Deer Valley Road, north of Marsh Creek road, and east of Vasco Road. Flood hazards should be fully evaluated and development containing human habitation avoided in areas where flood protection is required and can not be provided. This would be applicable to reclaimed lands not adequately protected by levees, and areas of creek over- flow. Federal Flood Insurance requirements must be satisfied within Flood Hazard Areas designated by the Federal goverment or other areas known to be flood prone. Areas subject to flooding by standing water should be drained adequately or not developed other than for agricultural and other open space uses. - Hazards related to land uses such as petroleum and chemical industries, oil and gas wells, petroleum product and natural gas pipelines, and the transportation of hazardous materials by road, rail and water should be considered. The Safety Element designates a location near the E. I. DuPont plant east of the Antioch Bridge as a "Safe Stopping Place" for hazardous materials. SEISMIC SAFETY ELEMENT The major faults which bisect the East County Planning Area are the Antioch-Davis fault zone and the Midland Fault zone, the former is considered active and the latter potentially active. The Antioch-Davis fault system trends northerly through the hilly western portion of the Planning Area. The Midland fault zone, which trends approximately north-northwest, is believed to extend from the southeastern corner of Contra Costa County northward through the Eastern portion of the Planning Area to as far as the Yolo-Solano County lines, near Winters. Again the policies of the Countywide element apply to the Planning Area. The design of development and site preparation should give consideration to the existence of these faults in the Planned Communities around Oakley and Byron, and the Recreation Community on Bethel Island. Seismic ground sha4ft ind liquifaction potential should be considered • on Modern Sediments and ,!iunger Alluvium in the East County area. 01442 Sctrjw.41„x PROTECTION SERVICES AND FACILITIES Fire Fire protection in the Planning Area is provided primarily by four fire districts: Bethel Island, Brentwood, Byron and Oakley Fire Protection Districts. The Bethel Island District employs a full-time paid chief and assistant chief; all other staff of the fire companies are volunteers. The major problems of the fire districts are the large area to be pro- tected and the unavailability of water. These factors require that much of the equipment be comprised of tankers to transport large water sup- plies and-brush pickup equipment to fight isolated brush and range fires. All fire companies have building sites rated "good" and all but Brentwood have good expansion potential. Fire insurance ratings in the East County are among the highest in the County. The overall rating of the district's manpower, training, local water system and supply all need improvement when compared to the rest of the County. The need for future expansion of fire fightingservices is generally related to the type, size and intensity of.various ,land uses rather than population numbers. It is often less expensive to provide fire protec- tion to agricultural, single-family, and,commercial/recreation land; more expensive for public/semi-public lands, and most expensive for commercial/retail and industrial land: The Area Plan land use configuration Will probably cause the fire protec- tion needs of East County to'.inerease as land use will change in inters- aity from agricultural use to residential and.commercial use. It can be assumed that volunteer firemen will continue to serve the area but additional equipment consisting of 1 pumper.and.2_tankers will be needed by the Oakley Fire District., Major new equipment will probably not be required for the other districts. Eventually, the East County area will probably also have to employ districts., salaried fire protec- tion staff. t g i t i i 441 S0 v !' Y 'All MFlood Control Facilities The large number of waterways and low ground elevation render many areas in the East County subject to drainage problems and result in the need for major flood control and storm drainage facilities. The Contra Costa County Flood Control and Water Conservation District is the lead agency for constructing flood control and drainage works in the County. They have defined the Planning Area in four flood plain zones, and have prepared zone plans for flood control management. The southernmost watershed and flood control zone in the County is the Marsh-Kellogg Watershed which extends from Mount Diablo's eastern slopes to the border of the Delta region east of Byron. Prior to recent improvements along Marsh Creek, the area suffered repeated flooding and sediment problems due to overflow of the creek channel. The resulting standing water would remain until it evaporated, percolated into the ground, or was pumped away, damaging or destroying crops in the area. Four flood control dams and channel improvements have been constructed along Marsh Creek, Dry Creek, Deer Creek and Sand Creek. They are provided by Flood Control Zones 1 and 2 and are'designed to control flood waters of a 50-year flood. This level of control is acceptable for agricultural needs and meets the standards of the Contra Costa County Flood Control Department. The future adequacy of existing flood control measures is not related to population levels, but instead to the amount of developed land impervious to water percolation. Since the . southern half of East County is not designated for higher density,develop- ment, there will not be major demand for future expansion of flood control facilities in the Mt. Diablo-Byron region of the watershed. The second and most critical flood damage area in the East County is the Delta region, which consists of many reclaimed islands below sea level which are separated from surrounding river channels by levees. These islands are subject to levee breaks, which can result in the' long-term flooding of entire islands. The Delta is part of the San Joaquin River flood plain which extends from north of Oakley and Knightsen southeasterly along the eastern boundary of the County. Flood prevention in this area is dependent on the quality of maintenance and design of levees. The levees are managed by two processes which result in differing levels of flood prevention. Direct-agreement levees are engineered and managed by the Army Corps of Engineers pursuant to agreement with the state, and these levees meet the Corps standards for safety and dependability. The second type of levee, nonproject levees, are privately designed and maintained by individual water reclamation districts. No specific maintenance standards or regulations exist for many nonproject levees. Levees are currently maintained at levels that range from adequate to inadequate. Problems such as lack of soil com- paction, inadequate thickness, and unstable slopes are indications of levee instability. The County Flood Control District estimates that an average of four feet of additional height as well as certain structural • irovements would be needed to bring the inadequate levees up to the 414, 645 of Engineers standards. The cost of upgrading these levees is es�Vqj�,t more than$33 million. 01t440 49 Restrictions for single family housing on septic tanks will require that residential growth serviced by septic tanks must consist of low density lots with a minimum size of one acre where water services are available. Solid Waste Disposal Facilities The East County area is served by two private solid waste disposal service companies. Both dispose of solid waste at the Pittsburg dump site. This land fill operation consists of 2S acres and will be filled in between 3 to S years. Alternate disposal sites have not been selected, though there is a possibility that the old Antioch site, which is pre- sently inoperable may be reopened for limited use. The County's Solid Waste Management Plan contemplates Countywide collection of solid waste for disposal at a facility of the Central Contra Costa Sanitatary Dis- trict, which would also serve East County. Semi-Public Facilities Telephone, electric power, and natural. gas supplies are provided in East County by private companies upon consumer request. Telephone The Pacific Telephone Company maintains five business offices in the East County area. There are few constraints on the ability of the telephone company to expand its ,services, .and no difficulty is anticipated in serving the land uise;pattern designated in thisArea Plan. ' Electric Power Electricity in the East County area is provided by Pacific Gas'and Electric Company (P.G.$ E.). Five generating plants sited in,Contra Costa County at Avon, Antioch, Martinet, Oleum, and Pittsburg collectively supply power to the County. The two newest.plants,, Antioch.and Pittsburg, provide over 40 percent of the totaloutput-of all five Plants. The Antioch and Pittsburg plants are being converted;from,natura I gas to a ' crude oil for fuel, the remaining planta continue to operate on natural gas. Appropriate service can be provided to'all development proposed in the Plan. Natural Gas Supply Pacific Gas and Electric Company also provides natural gas to the East Contra Costa County area. Supplies of natural gas are becoming increas- ingly limited, and more restrictive policies are'being applied to`the extension of service.to new users. While most now development of urban districts will probably continue.to be aligible to receive natural gas, low density areas and certain nonresidential uses may.hive.to rely on alternate energy sources. i �.� ► as' . , 9 y y;t 3 i�.. K5 �' +iti`#"`'..' for irrigation. The system capacity is approximately 7,500 persons. The City's treatment plant was improved in 1971 to enlarge and improve, and currently meets Regional Water Quality Control Board requirements. Byron Sanitary District This district serves the small unincorporated town of Byron located in the southeastern portion of the County. The treatment system consists of a septic tank and percolation field and has a capacity for a population equivalent of 1,400 persons. County Sanitation District 15 County Sanitation District 15 was formed in 1967 to serve the recrea- tional areas of Bethel Island and the Holland Tract. No system presently exists, however, a plan calls for the construction of a 6 inch force main and treatment facility with a capacity of 100,000 gallons. Treated effluent will be disposed of by sprinkler irrigation. The plant is planned for a capacity of 2,900 persons, but ultimate capacity could potentially be expanded to the equivalent of 6,300 persons. Although these facilities will be built to serve existing development in the District, the plant is capable of being expanded to accept sewage also from planned new development. County Sanitation District 19 • This district was organized in 1968 to serve the Discovery Bay develop- ment in the Byron Tract area. Construction of the system, including treatment facilities, was finished in' 1972. The system presently has capacity for a population equivalent of 3,700 persons. Plans for expan- sion of the plant to service a future development in Discovery Bay. Oakley Sanitary District This system provides service to approximately 2,800 persons in the area east of Antioch. Current treatment consists of a septic tank grid stabilization ponds; effluent is discharged into Big Break. Plans were made in 1970 for a southwesterly expansion of the district, which would incorporate such of Oakley and lands to the south. In 1974 the Central Valley Regional Mater Quality Control Board issued an order providing construction plans for an adequate treatment plant to be completed in 1977. The East/Central Contra Costa County Waste Water Management Program calls for construction of a new treatment plant in Oakley on a ' 27 acre site, with an ultimate design capacity able to serve a population of up to 6,000 persons with recent improvements. The policies of the Area Plan provide for an East County population of 25,000 persons by 1990. If the Bethel Island plant is built, the excess demand of 7,700 persons would have to be serviced by septic tanks or through expansion of the existing sewer treatment facilities. • 01438 4'S'r, fit Pit, i ? i v, Untreated Water Supply Three agencies in the Planning Area deliver raw water for irrigation and other uses: The Contra Costa County Water District, the East Contra Costa Irrigation District and the Byron-Bethany Irrigation District. Contra Costa Count Water District. The Contra Costa County Water District was formed in 1936 to contract with the Bureau of Reclamation for the purchase and distribution of water from the Contra Costa Canal unit of the Central Valley Projoct. The District acts primarily as a wholesaler in the Planning Area, leaving local distribution to its customers and to its own Treated Water Division. Customers in the Planning Area include the Oakley County Water District and agricultural water users. The district contains a large portion of the Planning Area and could develop a surface water supply for additional lands. East Contra Costa Count Irri'ation District. The East Contra Costa County Irrigation District, formed in 1926, services 19,000 acres of agricultural lands in the Brentwood area. The district diverts 37,000 acre feet a year from Indian Slough in the Delta. In addition, it maintains wells which produce 2,500 acre feet a year for irrigation and 2,500 acre feet for water table control. Byron-Bethan4 Irrigation District. The Byron-Bethany Irrigation.District, formed n 1919, serves 17,000 acres of agricultural lands in Contra Costa, Alameda, and San Joaquin Counties. A 10,S00 acre portion of the • district service area lies in Contra Costa.The District diverts 39,500 acre feet a year from the Delta slough region, of which 22,000 are supplied to lands in Contra Costa County. A drainage system returns spent water to the Delta at Indian Slough. Sanitary Sewer Facilities Five sanitary sewer districts in the East County (Brentwood, Byron, County District /1S, County District #19, and Oakley Sanitation Districts) presently operate 4 plants and serve 7,690 persons. Only the Oakley and Brentwood districts serve sizeable populations. Future available plant capacity in the Planning Area varies with con- struction of the Bethel Island Plant. Without this plant, total area sewerage capacity is 14,300 persons, whereas with the Bethel Island Plant total sewerage capacity could range from 20,000 to 23,400 persons, Much of the capacity of the Bethel Island plant will be utilized.to serve existing development on the island and south of Dutch.Slough. City of Brentwood The Brentwood Sanitary District, formed in 1960, was taken over by the City of Brentwood in 1966. The present system serves 3,662 ,persons and consists-of trickling filters and ponds with effluent being discharged 46 t I _ 3 �k;4',?•. ;..Y-k.:.�.,S� .+.....� r A+ >tS� ',�.,o;r<��"''eY-�;�?. �,k������%�.t%c.��:'4' �`�4'� �n;�f}'�a�G.�2��z�.,+��-�;a��'ei�t,tis';"x'�.,�.��'�,� ''r, `�'Y.� 4x.•:� ''##�''�'� UTILITIES AND FLOOD CONTROL FACILITIES Water Facilities Treated Water Supply The City of Brentwood Water District and the Oakley County Water District are the two major suppliers of treated water in the East County area. The remainder of the area is served by private wells. Oakle4 Count Water District. At present, the Oakley County Water, Districtseestiro Oakley residential area and the industrial area north of Oakley. Approximately 6,000 acres are served by.the district, of which 600 acres are under water in Big Break. The present population of the district is approximately 2,600; there are 800 connections, with over 75 percent of the total yearly water demand supplied to one industry (E. I. DuPont). Source of water for the District treatment plant is the Contra Costa Canal. The plant capacity is 4.3 million gallons per day (MGD), and total treated water storage is 480,000 gallons. The facility operates with excess capacity and could serve an additional 11,800 persons. If heavy industrial water demand stays at present levels, and light industrial demand increases only slightly and is thus comparable to residential demand, the future increase in.water demand pursuant to the Area Plan would not be large enough to'require a new facility in the Oakley County'Water District. Cit of Brentwood. Although the City.of Brentwood was incorporated in 1949, it did not supply its own water until 1466 when it purchased Contra Costa Water District 01. Today, the population'of Brentwood numbers over 3,700 and the service area is approximately. 400 acres. Users must be located within the city limits or must be annexed to the city. Applicants for water service must agree to pay all .off-site and on-site improvement costs for water facilities. Brentwood is the only municipal district in the County which relies solely upon wells for its water supply. Water is drawn from 3 wells, ranging between 30 and 200 feet in depth, and is used without additional treatment. The system has an available water storage of 150,000 gallons. Other Suplie�rs. Twenty four small water companies with over'800 con - nectionssupply water ;to the Byron»Knightson Plain and Bethel Island area. The remaining demand is supplied by individual wells, and 4t is expected that future low density residential growth will also be serviced by private wells. Wells are an unreliable source of water in many parts of East County, since the ground water table fluctuates and lowers in dry years. When development occurs, in areas such As Bethel island, a public water supply will be required to allow for connections 'its;roquired by the'.development criteria for residential use described bx_ths Plan. 45 -436 R 410 HEALTH SERVICES AND FACILITIES The nearest hospital facilities serving the Planning Area are Delta Memorial (a '53 bed private hospital in Antioch) and Pittsburg Community (a 78 bed hospital in Pittsburg). The Brentwood Health Center, a semi- public health facility is also located in the Planning Area. This clinic facility provides medical, psychiatric, pediatric, and prenatal care services. The clinic is staffed by County personnel and doctors as well as a doctor from the National Health Service. The County Health Department provides periodic clinics, public health nursing services, and sanitation services to the area. Private medical resources are limited in the Planning Area. It is served by three physicians,' three dentists, and one optometrist. Two private rest homes, Lone Tree Rest Haven (SO beds) and A and R Rest-Home (12 beds) are located within Planning Area. The small and scattered existing population of the East County area does not warrant a hospital facility of its own according to the hospital standards of the Bay Area Comprehensive Health Planning Council. These standards state that a remote low density area warrants one 50-bed facility and that a health facility planning area with a 50,000 to. 70,000 population warrants a 75-bed facility. k 'i44 > _ All t� ,-ate ,��F{ 'st � $ i�*'e,� rc, ;'�-:3 �;,`�+n., .s f e .�'� a�' s.�'Illi eighty percent of the State's eight million pound commercial marine salmon catch. Other sports fish in the Delta are the American shad (an introduced species), and white sturgeon. Delta resident game fish are striped bass, white catfish, brown bullheads, black crappies, blue gill, and largemouth bass. Marinas 'Dirty marinas or harbors exist in the Planning Area, all privately owned. They vary in size, services, and facilities, some moor less than 20 boats and offer few services, while others moor over 300 boats and offer a wide range of services and facilities including boat repair, camping and picnic sites, air strips, Laundromats, grocery stores, boat rentals, restaurants, etc. The quality of the marinas vary, many offer facilities in good repair, protection from high winds, deep, wide channels for ease of access, competent service crews, etc., have very few vacancies and often have waiting lists. The Plan assumes development of additional marina facilities along the recreation waterways in response to market demand. Historic Sites The major historic site in East County is the John Marsh Home on Marsh { Creek Road. The County owns the home site which covers more than 7 • acres. It was purchased by the Cowell foundation and subsequeptly deeded to the County in 1960. The site is on the National Historic ' Register and is of historic significance. 4 ,t 43 r "i+K@� �c t�."+z '3'irt o' 8�' `� s s `'� dp p- ' 4-� " , , ea. Y- ,• -, ; RECREATION FACILITIES • Parks Two large State operated recreation areas are located at the north and south extremes of the Planning Area. Frank's Tract State Park, located in the northerly portion, covers an area of 3,400 acres--mostly open water. The park is maintained for water-oriented recreational activities such as fishing and boating. Clifton Court Forebay, developed jointly by the Department of Water Resources and Department of Fish and Game, is located in the southeastern portion of the Planning Area. While not a park in the true sense, the Forebay covers 2,200 acres of water and 8 miles of shoreline and is used for bank fishing and water fowl hunting. Approximately 100 acres of adjacent dry land are also available for the development of facilities. , A short distance outside the Planning area are located three major parks--Mt. Diablo State Park (under the jurisdiction of the State Parks and Recreation Department), and Contra Loma Regional Park and Coal Mines Regional Park (under the jurisdiction of the Hast Bay Regional Parks District). Only three local=park facilities exist in the entire Planning Area. These are Brentwood Park (a neighborhood park of 4 acres), a tot lot on Curtis Drive, also in Brentwood, and a'3 acre park which is being developed on part of the Oakley School. grounds. Recreational features include playgrounds, playfields, and picnic facilities. Neighborhood parks, playgrounds and tot lots should be provided in the Planned Communities when urban density development is undertaken on the basis of full utility ' services. Two wildlife areas in East County are designated by the Resources Agency of California. One is a wildlife management area located..at Big Break and the other a wildlife and scenic area in the vicinity+of Old,River near Holland Tract and Quimby Island. Both areas will serve as wildlife refuges and low use-intensity recreation areas. Sport Fishing The waters of the Sacramento-San Joaquin Delta support rich and important fishery resources. Fishery studies usually relate to the entire Delta, not to specific counties. Although the Planning Area encompasses only about 10 percent of the Delta Region, the recreational and fisheries value of the Planning Area is enhanced by the presence of three large bodies of water; 'Big Break, Frank's Tract, and Clifton Court Forebay. Commercial fishing in the Delta has.been closed since 1953 due to con- flicts with sports fishing. However, the king salmon which migrate through the Delta from upstream spawning grounds account for approximately 42 . > _ . u 4 -�'...,, � �4•?aG' ati: ' .8:' w-4' "4`#"`ri"�,.e�:}.:. sihr �'";. Tr sk� '.fi.`ia xe -y _ 100 a COMMUNITY FACILITIES � 30'Q 5' • All, Oakley A• ON. a A •. ., • N , O ii LEGEND Gramm*r Schools • a High School nnq q . � o Libnrlp 1�,1.Q�►�r Boys,Retch T1 w Fire Houm *� construction is contingent upon future policy decisions. One additional branch library facility may be required to serve a population of 20,000 if existing supplementary library services are continued. Y Ad I -40 �"��.�� `` "'`���' t','•� Y ,f`'e�` `;x;�:-n�+i�r,�'�' �' }t..'�of +-.,, `�..Y ti * i` s[.�x.`. :"4 Yu'�;+i`l�\ \} x EDUCATIONAL FACILITIES Schools The East Contra Costa area is served by four elementary school districts: the Brentwood, Byron, Knightsen, and Oakley School Districts. The Liberty Union High School District, with a high school in Brentwood and La Paloma continuation high school located on Lone Tree Way, serve the total Planning Area. Existing schools are Brentwood Elementary, Edna Hill Elementary, and Garin Elementary, all in Brentwood; Byron Elementary in Byron; Knightsen Elementary in Knightsen; and Gehringer Elementary and Oakley Middle Schools in Oakley. Total school enrollment in the Planning Area increased from 3,260 in 1962 to 4,250 students in 1975. Every school, with the exception of Liberty High School and Garin School, is presently opperating below its design capacity. Percentage of space utilization ranges from a low of 76 percent at the Oakley School to a high of 103 percent at the Garin School. Planned growth pursuant to the Area Plan will increase the number of school age children in the area by an estimated 7,000 to a total enroll- ment of 11,250. This increase will require the construction of new facilities to provide additional student capacity. In addition, portions or all of some East County Schools will need replacement by the and of this Planning Period. Within the Brentwood Union School District all but two classrooms of Brentwood School and two-thirds of Edna Hili Elementary will need to be replaced. The Byron Elementary School will need replacement or renovation before that time as a result of a projected sharp enrollment increase caused by development at Discovery Bay. The Knightsen Elementary School, at most, will require replacement of its main building. Barring major school expansion, the Oakley Elementary School will require replacement by 1990, as will two-thirds of the facility at Liberty Union High School. The nearest institution of higher learning is Los Medanos Community College, a two-year college located in the City of Pittsburg. Libraries East County is served by three libraries located in Brentwood, Byron, and Oakley and operated by the Contra Costa County Library System On the basis of population related standards of the American Library Asso- ciation, the present library facility in Brentwood is inadequate to serve existing demand. However, all libraries benefit from special County library services, including a central book depository, reference system, and bookmobile service, so that the service level delivered -is. higher than statistics indicate, • The County Library System considers that present facilities are inade q q -to. erve future growth of the Planning Area. New branch facility x%430 39 COMMUNITY FACILITIES ELEMENT All development, be it rural or urban in character, requires a number of supporting facilities and services. These facilities and services range from schools, recreation, fire and police protection to various types of water supply and sewage disposal, roads and flood protection. The type and level of facilities and services varies both by area and density of development; farms located on 100 acre parcels will require a different size of roads and pavement than a residential development with parcels of 10,000 square feet each; septic tanks can serve acreage, but not a house in a small-lot subdivision. Community facilities in the context of this Plan thus include the variety of facilities which are needed in relation to the kind and amount of development in the area. These services and facilities may be supplied by a public or semi-public agency. Every community must have a water supply, a means of disposing of sewage, schools, utilities, and other community facilities. Each of these facilities has an ultimate design capacity which limits its service capability. As an area experiences urban growth the demand for facilities increases, and existing facilities become outmoded or do not have a adequate capacity to meet the demand. This element establishes the need for facilities to serve the land use and circulation patterns outlined in the Area Plan. R, Services provided by public entities are analyzed in this Plan since they are directly related to the functions of local government, while the facilities and services provided:by nonprofit or other agencies are expected to be supplied as the need arises. Many'of the facilities in the Planning Area are utilized at or beyond their design capacities, and will require expansion to'meet the needs of the 'future development provided for in th13 'Plan« Multiple purpose use of facilities is suggested to the maximum extent feasible, since it provides for more efficient use of-tax revenues and avoids duplication of effort by a variety of agencies. Schools, park and recreation facilities are most frequently designed for multiple use, though this principle applies also to recreation trail development and other public works such as drainageways, utility rights-of-way, commercial areas, scenic areas and historic landmarks. The Area Plan projects the demand for the following facilities based on population increases inherent in the Plan policies for the Planning Area: Educational Facilities Recreation Facilities Health Services and Facilities Utilities and Flood Control Facilities Protection Services and Facilities 38 OPEN SPACE AND CONSERVATION ELEMENT The legislation requiring an Open Space Element of the General Plan defines open space as any parcel of essentially unimproved land or water area used for the preservation and production of natural resources,- outdoor esources,outdoor recreation, and public health and safety. The East County General Plan Open Space/Conservation Element identifies the following categories of open space: Recreation Water Areas Together the above Open Space/Conservation categories contain approximately 15,747 acres of land and water area in the Planning Area. RECREATION This designation on the Land Use Map,includes Frank's Tract and Little Frank's Tract State Park, Clifton Court Forebay, John Marsh ,Home, and Byron Hot Springs. The publicly owned parks, recreation areas, public utility rights-of-way, and managed watershed lands are defined as perma- nent open space. WATER AREAS Much of the Planning Area is part of the San Joaquin and Sacramento River Delta and as a result is laced with a variety of waterways includ- ing sloughs, rivers, and lakes. Much of the water area is contained in-Frank's Tract (a flooded island) and Clifton Court Forebay (a wan-made holding facility). In addition, there exist nuwerous sloughs connecting the San Joaquin and Old Rivers with the larger bodies of water and with each other. The waterways open for public use and not in private ownership are defined as permanent open space. 01:4 $ 37 ; r SCENIC ROUTES PLAN • J •t. •���INO 1 ♦ ` 1 • Vs V �\ kt1 � • i i • www�•,.r • • i ..I '•••••••••••• SCENIC ROUTES t)� t • . .5•. + #;+�� .J4�;;;1 E,.,.,...-.i"S l\T..?`,i*'..;'?3x<�w�r`i9Yi{i„,s�a'�S;i�4' $wi�.`�.,�,`i"a�" ."t�'�i� b'�E:`\��`�^�'s�,s c '.ly' n s`�y im�:'�� tJ SCENIC ROUTES ELEMENT The Scenic Routes Element of the County General Plan, adopted by the Board of Supervisors in September 1974, establishes a policy for the protection of the aesthetic qualities of certain identified scenic roads. The Scenic Routes Element of this Area Plan reflects the Scenic Routes Element of the General Plan and provides for the following additional scenic thoroughfares within the Planning Area: Lone Tree Way from Hillcrest Avenue to Highway 4 Walnut Boulevard Byron Highway from Borden Junction south to the County line Marsh Creek Road from Camino Diablo to Walnut Boulevard Camino Diablo from Vasco Road to Byron Highway j s h Mzx�.�:��a�'?�.' a`-�''s��•Yt�s3l'+��a`s :.d''},�1,3g�' „,rv'��s. � xt.'�'.`5,.`� t"fiFe�Fi-�2-•�:i.ss'3:�Y'+,�,�,t.,s.s+?-.._.�c��4 iLF�.�±3r .,1_5.tiz�',�..a •.`r'�. _,�...r3,��� .ly p � � The provision of transit to the East County is considered highly desirable. A number of studies have analyzed transit needs, potential service by bus and van systems, and potential routing. The extension of BARTD rail service to the area is not deemed feasible during the Planning Period. An East County transit program has been established through a joint powers agreement between the County and the Cities of Antioch, Brentwood, and Pittsburg. This program is expected to develop into a transit authority which will provide limited local bus service within the City of Brentwood as well as to link the Brentwood area with the Antioch area. The East County transit program is also expected to streamline the present BART bus service in East County by providing feeder bus service to BART express buses. This service is expected to begin in September, 1976. The County has applied for a Rural Demonstration Grant to fund a two year demonstration program which could result in more comprehensive transit service within the Planning Area than that "planned in the East County transit program. This service will link the Bethel Island, Knightsen, Brentwood, Byron, and Oakley areas with the Antioch area and will be particularly aimed at providing transit service to.the elderly, handicapped and minority groups for shopping and medical trips. If successful, this service could eventually be absorbed by the East County Transit Authority. RAIL TRAFFIC Two railroad lines serve the East County area; the Santa Fe (ATSF) through Oakley, and Knightsen, and the,Southern"Pacific (SP) through' Brentwood and Byron. Passenger service is not provided to the Planning Area. No change in the status of rail traffic is provided in the Plan'. In addition to carrying_agricultural products from East County. to market, the railroad rights-of-way provide the potential for recreation trail routes. ` { t 01425 r t§3 } 4 i a'.ss 'y t i } S's` � .�- f � 3^'i, � >�s t`a t3,Ar"etc � �.'' k4 �,:`;�ic v S`�y�'t� �`,>^ �i s. a —�J� ,•'•�w�' MIO/'Ono CIRCULATION PLAN 30 Z • �... ••soot r r 1 SMLMe1�Altte ».Tri s 71ri 1'• RFM 000 > i pow � •.••r�`'��~+ � • rn.+%t.w.f...• 1 lb s t � eY/011 i A� •�re a LEGEND • '' '/•• .ireii i 01.44 33 ik Y.- i , a ...�S.H.. .., .r.. •. . --. �.1\.... ::r..�.ter' _'},� .J•y'�f=:y' .����. _ t..C.. \ � ..i• .•5: y .ate.., - - - •MZ�s�s L_ R') i.s .'Yf �i'E4C.!:.�.i�`.�:'.!.^v"ui. �.rf?���.. .e�l �. -.ti j '.:i.;...'•:'T','..,`..,'.t.,:._,. � �'. �ae�k[ti ?—�lb`.wi+�l6Y�iY.•h. •rt;r improvement. Further, since Highway 4 creates both a noise and traffic problem where it traverses the communities of Brentwood and Oakley, it is recommended that alternate routes in or around these communities be studied. Arterials The arterial system connects major traffic generators within communities with each other by carrying traffic from collector streets to major highways and freeways. Arterials form a through traffic network carrying intermediate distance trips and should be designed to accommodate moderate speeds. Traffic volumes on arterials generally range from 17,000 to 22,000 trips per day. Major arterials in the Planning Area are shown on the Circulation Element Map. The majority of the arterials shown follow existing roads. in the Planning Area. The routes shown but not presently developed are: the extension of Byron Highway to connect to Bethel Island Road, and the extension of Laurel Road from Empire Road to Hillcrest Avenue. Collectors Collector streets serve internal traffic movements in the Planning Area and serve to collect traffic carry, it to arterials, and to shopping centers, schools, and other traffic generators. Collectors' generally carry between 9,000 and 22,000 trips'per day. Except for arterials and minor streets, nearly all the remaining existing County roads in East County function as collectors and also constitute the future collector network. "'No"new collectors are provided for by this Plan. Minor Streets Minor streets provide access to individual parcels of land and other elements in the road network and thus serve only local traffic. The demand for minor streets usually coincides with the new development, and they are usually provided by developers in conformance to the County Subdivision Ordinance. PUBLIC TRANSPORTATION Existing public transportation in the Planning Area is provided primarily through five daily inbound and outbound trips by SARTD buses`terminating at Brentwood, and two daily scheduled Greyhound Bus Lines trips through the area. Special van service to hospital patients and handicapped is also provided by private or nonprofit groups, ` 32 F 0 42 Fcij Yj��Ul�,q°� ,;`.Z LwEk,<a" i CIRCULATION ELEMENT The Circulation Element of the Area Plan designates a transportation system to provide for the efficient movement of people and goods through- out the Planning Area and provide East County with links to the surround- ing region. ROAD SYSTEM The existing road system in East County consists primarily of County roads laid out in a typical grid system oriented north-south and east- west along section lines. The basic road pattern was established in the early 1930's to serve the agricultural needs of the area and has changed little since then. The Area Plan calls for few major additions to the roadway system. The majority of new roads and road improvements will be provided through the development process by frontage and off-site improvement requirements. Freeways Freeways are high-speed limited access traffic arterials designed to facilitate the movement of large traffic volumes (40,000 and more trips per day), between regions 'and to provide connections for major develop- ment centers to a regional circulation facility. Consideration was given to the establishment of a Freeway alignment to connect San Joaquin Cqunty with existing Freeway Route 4 near the Antioch Bridge. However, state highway financing policies indicate that funds for such a facility will not be available for a time period exceeding the Planning Period, and the retention of a large-parcel development pattern in all but a few areas of East County renders it unnecessary to protect any alternative route alignments. A freeway is therefore not designated in this Plan. Major Highways The function of a major highway is to expedite movement between relatively distant points-of a community or region. These facilities generally have no access control but provide for through traffic and large volumes of vehicular traffic (20,000 trips per day and more). A major east-west route through the Planning Area is currently provided by State Route 4. In addition to carrying local traffic, Highway 4 is the major facility linking East County communities with Stockton, central and west County, and the greater San Francisco Bay Area. The Plan recognizes that growth in the Planning Area and through-traffic will not require new major highways. Instead the Plan provides for. straightening existing Highway 4 in Oakley and for road widening and k t Q1h22�` s w A '31 k ' HOUSING ELEMENT In 1970, the Planning Area population of 13,900 was housed in 4,900 dwelling units with an average size of 2.9 persons per household. Of the total housing units, approximately 80 percent were single family dwelling units, 9.5 percent multiple family units, and the remaining 10.5 percent apbile homes. In 1975 the Planning Area population of 15,200 was housed in 5,900 dwelling units with an average household size of 2.57 persons. Approximately 76 percent of the total housing units were single family dwelling units, 10.8 percent multiple family units, and the remaining 13.3 percent mobile homes and group quarters. Approximately 65 percent of the dwelling units are owner occupied. The 35 percent in rentor occupied units are mostly in single-family residences and mobile homes. The data indicate a slight shift in the housing mix from single family homes to multiple family units and mobile homes, a shift which most likely is related to housing costs and the limited incomes of the increas- ingly aging population of the Planning.Aree. It is expected that housing needs of East County residents will be met partially through programs developed for all of the County pursuant to the Housing Element of the General Plan, though additional programs applicable mainly to rural areas (such as mortgage assistance of the Farmer's Home Administration) will also be utilized. 30 0 421 INDUSTRY Land currently in industrial use is limited to less than 600 acres, approximately 0.5 percent of the total land area in East County. "Heavy" Industry includes a wide range of industrial and manufacturing uses, some of which could provide substantial amounts of traffic, noise, and fumes. The only existing use of this type is the E. I. DuPont plant near Bridgehead Road; the majority of the existing industry in the Planning Area is of the "light" industry type. "Light ' industry is characterized by high performance characteristics, including low levels of noise and fumes, low land coverage, and moderate traffic generation. Uses include manufacturing, wholesaling, and storage among others. The Plan provides approximately 1,941 acres of land for heavy industry in the northwest corner of the Planning Area. This area reflects the existing DuPont plant, provides for expansion of the industrial community, and is a logical extension of the Antioch-Pittsburg industrial complex to the west of the Planning Area. Light industrial areas are designated in the Planned Communities to provide local employment opportunities and promote the expansion of the economic base of the community. • 01420 1-4 29 2` County presently owns the home site which covers over 7 acres. The historic home and reservoir could provide a setting for a subregional district park facility, serving not only people from the Planning Area, but also from the Central County. The plan recognizes the potential for private recreational development at Byron Hot Springs and designates this area for recreational use. Historic Sites In addition to the John Marsh Home other sites in East County are also worthy of consideration for preservation. If and when funds become available, these sites should be considered for protection and restoration. Babbe's Landing, Sellers Road Preston House, near Byron Geddes House, near Brentwood Iron House School, Cypress Avenue and Sellers Road McCabe House, Brentwood Road Byron Hot Springs Hotel, near Byron Vasco Caves, near,Bryon Byers House, Byron Murphy and Wallace Homes, Brentwood Darby House Site, near Brentwood Hoffman House, Byron, Coats Hail, Brentwood Parrish House of Methodist Church, ,Byron Point of-Timber Landing, Indian Slough, Point of Timber Trading Center, Point of Timber Road and High way d Byron Grange Hall, Byrom Byron.IOOF Hall, Byron Liberty Grammar School, near Brentwood Riding and Hiking Trails and Bicycle Paths Currently no trails or paths exist in the Planning Area. Future trails and paths should be integrated with the Countywide Recreation Element to provide for a system of.recreation trails and paths within tW County. Trail routes are shown in the County Interim Hiking and Riding Trail and Bicycle Path plans, except that in essentially level East County Areas hiking trails and riding trails should be located jointly. Trails will generally connect Oakley with Bethel Island, Brentwood, and the Marsh Creek Reservoir, Highway 4 will serve as connection to San Joaquin County. 28 {{ ! 'S- y '-& ' r r's-a .yx" ::},�'• 4,$ a,x4P t•A ' vi77" X t fa{�'E.cif>Y4G Qr'E - . Wildlife and Scenic Areas. The state's Delta Master Recreation Plan ITentifies areas of scenic beauty and unique wildlife resource which should be preserved and managed in the public interest. Two areas in the Planning Area are the Old River Islands between Rock Slough and Quimby Island, and Big Break. The East Bay Regional Park District in cooperation with the U.S. Corps of Engineers is considering the possibil- ity of developing the Big Break area as a regional park. Big Break has been identified as suitable for development of a "Wildlife Management Area". Local Parks The Area Plan recommends that local neighborhood and community parks within the planned and recreational communities be provided as they develop. 1'he County Park and Recreation Element of the General Plan provides a standard of four park acres per 1,000 population. Wherever possible school sites should be used to augment the park and recreation needs of the community. Existing local park lands in the Planning Area include the Brentwood Park (4 acres) and a tot lot facility (7,000 square feet), in the City of Brentwood; and a 3 acre park located on part of the Oakley School grounds in Oakley. An analysis of axisting park facilities, applying County acreage standards, indicates a deficiency of 93 acres in the Planning Area based on a projected 1990 population of 25,000 persons. A formal mechanism to provide local park facilities to'communities on an area wide basis does not now exist, since no County parks and recreation departments exists and the Planning Area does not lie within the East Bay Regional Park District, Portions of the Planning Area are serviced by other means: - The Brentwood Parks and Recreation District provides local park' facilities and services in the Brentwood area, - County Service Area LIB-11, originally established to provide library services, will maintain the joint school-park facility at the Oakley School in conjunction with the Oakley Elementary School District. The Bethel Island Municipal Improvement District, originally estab- lished to provide levee maintenance and drainage facilities, may assume park and recreation service responsibilities. District Parks The Area Plan designates the John Marsh Nome, the surrounding area, and Marsh Creek Reservoir, as a potential District Park facility. The t un 27 'x''t` .ti 4 7.4.x''•.',k- '.t=`e" $-,JN n sa'� '; g , RECREATION A major objective of the Area Plan is the preservation of natural recrea- tionai 'resources in the Planning Area. These resources are indicated on the Plan Map as recreational land, and once utilized for other uses can not be replaced. Most of this land has important environmental, ecologi- cal, historic, and other chacteristics from which it derives its recrea- tional potential. It is the intent of this plan that these recreational areas be utilized by public or private recreationally-oriented develop- ments or be preserved for future recreational use. Major Parks/Recreation Areas State Facilities A variety of state agencies exert influence over, the Delta area and, therefore also on a portion of the East County Planning Area. Those agencies primarily concerned with recreation are the Department of Fish and Game and the Department of Parks and Recreation Frank's Tract State Park Recreation Area. This area is basically a 3,310 acre lake surrounded y perimeter levee remnants, which form a long line of slender islands. The park is maintained primarily for water-oriented recreatibn activities. Park-type accommodations and public boat launching facilities do not exist within the Recreation Area itself. Mater access to the Tract is.provided through private marinas and launching facilities on Bethel Island and on adjacent sloughs. The nearest public boat launching ramp is located in Antioch. The Plan reflects a state program of park land development in the Frank's Tract Recreation Area. The state has assigned high priority to the acquisition and development of an intensive park facility which would include camping, picnicking, and boat-launching areas to relieve demands on Brannan Island State Park and to satisfy current demands at Frank's Tract. A site on the north shore of Bethel Island is deemed most appro- priate for such a facility, since highway access is available and Bethel Island is already partly developed for recreation uses, Clifton Court Forebay. The Forebay, a water supply reservoir for the StateMli►ter Project Delta Pumping Plant, consists of 2,200 acres of water surface and eight miles of shoreline. The Forebay is now used for bank fishing and waterfowl hunting, and present recreation facilities include auto parking, a boat launching ramp, and portable sanitation facilities. The Plan supports further development of a wider variety of recreation facilities, including approximately 100 acres of state lands available for onshore facilities for beaches, camp sites, picnic areas, concession areas, and permanent sanitation facilities. t 26 ti r i 1 - •,.,�" r � - <, k_< sr. .� tin�'nSa?j�a�Ct� �.S ;a�'"3''d "LF�'`'-. mss;, z_ _ r s}., `fro s, r._.a'£..,�k 2.,' n. ;€✓S..°kk stL ��St' .' a `." i w §- :: . • BETHEL ISLAND COMMUNITY PLAN AGRICULTURE \ RESIDENTIAL _A SES : t�T00 .--� ,LEGEND 1•\ SINGLE FAMILY RESIDENTIAL- \ COMMERCIAL N • 1 } � 0106 ' t ss ��Sa �::z, .w,. •kzsats. s��r§Y�r��.'S>.,.. a _k�',r�,...?�::, f.t_. }E��,�i.�,i;...�*`_....'..��i.,=,.� '_. .. ._. :-�-x s;a�iW,�'�.�:t�. s. .c i..,....�., .. e�;S'.=; N O SCALE IN FEET 0 !00 1000 2000 A r r a : � '1lieyar•• ,� � 'rrrr•• r• t 't t - ; .. cv -ST 1• MNAY 84 AMENDMENT TO THE COUNTY LAND USE CarlMUwrr FACILITIES GENERAL PLAN RESIDENTIAL W18hbathaed F«i . Steele family High Daatr I& School Discovery Bay EMMultlple Fsimily Low Density Canown'Ity Center 5CPACE A WLOYMENT,OTHER A Fin Station 1 Hereby Cartify'"t this Atnendmrnt to the Contra Caro County Gene191 Flan mw 1,4610 ahoad Ruaneu CIRCULATION Approved by the►lannity Commission on May 8, 1073 QCemwutclel Recreation Him Hloway William L,Milano.Chairman Highway Cotetgrcial Arterial 1 Hereby Certify that this Amendment to the--:; , " tames �� Colie2tot Contra Cate Cwnty,Co meael Flan mos n1A wd by Lha bard of S""VI1otlfao i it1 415 MMA44 le �ammw� Rislin Troll In `z + OtbvOMs trw.aa W T,Foo",Cwwttrcloth "fP}�°.� . y".Y*°..w � 1 •►P s. �h� 3 's: ;,.,, et'F xya`is n rrrr/ rrrrr 77 rrrrr BYRON COMMUNITY PLAN 0 r//rr at rrrrr rr/rr{ wvaa ao.,o •.;.•'rf:rd:�F hfrr'frf�rF%:ff�;• 'r4.r,,r��rrrrfrf•'{r{f�ffF�: '•;•f.,F/,,rrr{•• r•rrrrrr.:: ... ...: ... r i.... {{{{ .LEGEND {{{{ SINGLE FAMILY RESIDENTIAL N :ti MULTIPLE FAMILY RESIDENTIAL 44444 RETAIL BUSINESS l�� ioo• yoo, COMMERCIAL LIGHT-INDUSTRY 23, Highway. The Single Family Residential uses are designated around the • more intensive land uses discussed above. The Byron Elementary School and the Byron Fire Station, located in the north and south parts of the community, respectively, comprise the Public/Semi-Public land use category. The land use proposals in the Byron area provide for a holding capacity of up to 1,100 persons with a 1990 population of approximately 600 persons. Discovery Bay Discovery Bay is a water oriented residential community located in the easterly portion of the Planning -Area near the San Joaquin County line. At full development, Discovery Bay could grow from its present population of 90 to approximately 12,000 persons. Development will be comprised primarily of single family homes, with some multiple family residential development around man-made lagoons and water channels. The community will also contain limited commercial development in its center and commercial and office development at its southerly edge along Highway 4. Recreational facilities will include a golf course, neighborhood parks, and commercial marina. 1 RECREATION COMMUNITY The area indicated as Recreation,Community is planned to accommodate uses which are primarily oriented to a recreational opportunity, includ- . ing certain related residential, commercial,' and business uses. The Area Plan designates the community of Bethel Island and an area along Sandmound and Dutch Sloughs for this type of recreation oriented use. Bethel Island Three land use designations are applied in the Bethel Island Area. The existing commercial uses located along Bethel Island Road at the entrance to the island are designated in the Commercial land use, category. The perimeter and a large portion of the south and southeasterly part of the island, as well as lands along the southerly bank of Dutch Slough and along Sandmound Boulevard are shown as Single Family Residential uses. The central portion of the island is designated for Agricultural- Residential. Holding capacity is estimated at 6,400, and 1990 population at 2,900. e { v • t �� 22 14ofA1413 i Q KNIGHTSEN COMMUNITY PLAN �Q ......... . OLLTA ct c♦ LEGEND SINGLE FAMILY RESIDENTIAL RETAIL BUSINESS LIGHT INDUSTRY (v PUBLIC, SEMI-PUBLIC iiilrr rirrr•r ' loo• 0,1412 21 '�, ". sa zfl—s kry .. �•a <.w v .a.+k ,a` ^, }•4�"3„ k w s � �.��Kl „; tt ' �.s F,y y•+Ilt x'r ' E y'�U t ,-•' 4 OAKLEY - SANDHI LL COMMUNITY PLAN LEGEND SINGLE FAMILY RESIDED NL MULTIPLE FAMILY RESIDENTIAL COMMERCIAL v`� LIGHT INDUSTRY 1 PUBLIC AND SEMI-PUBLIC ••• a O NN' 4 •,,•: ::\'•i��;'t\•\�.�:;�.:•`:•.'�L�•.;�'`�.�;:•k.�`icy•`�.ti�'`i'��' .. `��i�`'3i?:��•`a BRENTWOOD GENERAL PLAN LEGEND URBAN DENSITY %�%'S `�` (Commsrciaf, Industrial d RURAL DENSITY Rasid*l), (Lops Lot Residential): 20 . ,- _• �,•t'§c a3 K....•a at -#•..4v=1 :':.' ,s. t� .: '3. f"*n .t+a�;' ;f.i.'�frL$ '4 i.KAZ, '•" Brentwood-Oakley This Planned Community is the largest in the Planning Area and extends from the Neroly-Bridgehead Roads area southeasterly through the Oakley and Sandhill areas to link with the City of Brentwood. it is envisioned that this area will fill-in vacant lands already served by roads and utilities, and will take place at development densities in keeping with the character of the area. Commercial land use is indicated along Highway 4 between Neroly Road and Live Oak Road; along Highway 4 through the present business district of Oakley; at the intersection of Highway 4 and Cypress Road; and along Highway 4, extending both north and south of Lone Tree Way. Multiple Family Residential uses are located along the south side of Highway 4 easterly from Teakwood Drive in the Oakley area. The Light Industrial land use is shown along the ATSF Railroad tracks from fust north of Main Street to the Contra Costa Canal in Oakley. Public/Semi-Public land uses include the Oakley and Gehringer schools; the Oakley Sewage Treat- sent Plant; and the Brentwood city sewage treatment plant located along !marsh Creek Channel east of Highway 4. The remainder of the Planned Community is indicated for Single Family Residential use. The adopted General Plan of the City of Brentwood is shown for both the areas within the city limits and the established Sphere of Influence of the city. The holding capacity of this Planned Community is estimated at approxi- mately 30,000 persons, if appropriate public facilities can be provided, though the population is estimated at 14,600 in 1990. Knightsen The community of Knightsen is generally located at the intersection of Knightsen Avenue and Delta Road, northeasterly of the City of Brentwood. The land use element of the Plan generally reflects existing development in the community. The westerly portion of the community is designated for single family residential land use and provides substantial areas where new residential development could occur, The retail business land uses are concentrated on the southerly side of Knightsen Avenue, between First Street and Delta Road, sufficient in size to serve not only Knightsen but the surrounding agricultural area. Light Industry is outlined for the area fronting on the northerly side of Knightsen Avenue along the ATSF Railroad tracks. The Knightsen Elementary School, located in the easterly portion of the community, comprises the Public/Semi-Public land use category. Holding capacity is estimated at 190, and the 1990 popula- tion at approximately 160. Byron Bryon is centered along the Southern Pacific Railroad right-of-way in the southerly portion of the Planning Area. Multiple Family Residential, Retail Business, Commercial and Light Industry uses are clustered in the central part of the community, and also extend northerly along the Byron 19 %. f � ,. . a,.�. 6,. PROPOSED EAST COUNTY GENERAL^'AN � �' �Itt' � ti,jA �• SAO p •,:moi."�Sr is 1 '•'• Y • �+. •' '�,. r y rfob �.., LEGEND ••0.0.0.0••• ,Ay + �I I •.D f 0:0:0;0:•: •• lY. ` �" ' • 0-01 Plow i•d Co nMunity 0 •••0••• • r '1'7{;.ry �.� �., r• ••�•�••✓�•'• Rom oNon cow4n NIity floweation �` ; ••tt OY ���� �• • .� iy o w s. MNwitINMCon . .��Y ,• T . • � llSS •Fid •��` '` Ar►+owew.•RooroNion ' � ,� •• .yY•Ky�ig(IS Ver Y�• ,ta J • I�' ow a t: ,.��$+� � Sr,r:: .°per �� • 00,0 - is ,r.An -1409~ ai-2•sb- :-v. _- � ..".��[:i^."�x.�-°�;�3`t`.4"���,fi, i` � wa�� g� �a .y : ���yv'�. ;-x ..`g2 �•�4�..�^ ,5 .:, �,». �ti,.f_} '�5 .�e�.'•S.�I� eA����•y�..'7"N� .'kY%L�3L�Sx'p�,�gS..�. .r'1.1.;Jr'A .F��t�.j�`�°�ry,J[t�'�.� by�°i �'x ,iti$.. Commercial/Retail Business Currently business activity in the Planning Area is- generally concentrated in Oakley, Brentwood, and the Highway 4 corridor between the two com- munities. The remainder of the business activity is concentrated mostly in Bethel Island, Knightsen, and Bryon. The plan provides for the expansion of business activity contiguous to present commercial development, and is intended to maintain the viability of the current "downtown" of each of the communities. Since each of the commercial areas is relatively small, commercial and office uses are not delineated separately. The Plan recognizes the need for local convenience shopping centers within the Planning Area, and the need for a limited number of these activities in residential areas should be recognized. Light Industry Light industrial uses provide for local employment opportunities and the expansion of the economic base of the community. The Plan provides areas designated for light industry.in the comaamities of Oakley, Knightsen, and Byron. These areas are located to .take advan- tage of raiiroa¢ sidings and major transportation routes' to facilitate shipping and receiving of goods. Initially, industries will be of a type which will enhance and support the agricultural conwAmity. Later expansion should include more broadly based light industrial complexes providing greater opportunity for a variety of jobs within the Planning Area. The General Plan of the City of Brentwood.also provides for light indus- trial use along the Southern Pacific right-of-way through town, and is thus reflected in this Area Plan. Public/Semi-Public The public/semi-public category reflects the major publicly and semi- publicly owned lands and facilities such as schools, County offices, utilities, etc. The Plan acknowledges the general compatibility of these uses with other land use categories. The projected need for these facilities is discussed .in the Community Facilities Element of this Plan. The brief descriptions below summarize the major land use proposals for each Planned Community. In general, the proposals reflect existing land use patterns, extended and based upon estimates of future population growth and potential demand and supply for public facilities. 01.408 _ �. ► 17 $, �<` `W�+ ��,,`��`�� � � ..az:'�«*��-•"' ,� =...9a`?5ee°4it'6..;4;ra''3 s"u-.�f.�..n,v. _.�+',aF.,.xri...-F.�.,:1�a'�F's.'F�1','�.,:�,�'J,.... _... .,x,._._-,. .... a, f Single family residences constitute 89 percent (2,000 acres) of the total residential land use. The next most prevalent residential use is the mobile home park at 115 acres or about 5 percent of the total. Individual mobile homes occupy another 60 acres (about 3 percent), while multiple family dwellings and group quarters occupy 35 acres (2 percent) and 15 acres (less than 1 percent), respectively. The Plan utilizes two residential land use categories:. Single Family Residential and Multiple Family Residential. Single Family Residential Thi's land use provides for the expansion of single family homes in the Planning Area. The density and development of single family homes is related to service-availability criteria (water and sanitary sewer) as defined below: Minimum Allowable Service Availability. Parcel Size No public sewer or water connection available S acres One public service (sewer or water) connec. tion available 1 acre Both public water and sewer connections . available Minimum parcel size consistent with drainage, health, and other applicable standards. The application of these development criteria is directed at providing a contiguous growth pattern, allowing residential development to take place in an orderly manner. The criteria apply to all residential areas indicated on the Plan Map. Multiple Family Residential The plan provides for areas of multiple family units in Oakley, Bryon, and Discovery Bay. Multiple family areas are located near shopping and major traffic routes and provide for a variety of housing types and residence choices. Multiple family housing density ranges should be determined relative to surrounding uses, and will generally, range from 8 to 20 units per net acre. In addition to providing for multiple family residential units, this land use category also accommodates mobile home parks. 16 VJ 1 L } ?,'k�, �i."( "r'"x. ',.,ip °wiggsc#.a24 PLANNED COMMUNITIES AND RECREATION COMMUNITY Achievement of the goal of preserving productive agricultural lands can only be realized if residential, commercial, and light industrial growth is directed into nonagricultural areas. Five existing communities in the Planning Area have been delineated as urban growth centers on the General Plan map, and identified as "Planned Communities". Criteria used for selection of Planned Communities are: lands now served by water and sewer facilities; lands to which such services can be logically and economically extended in the near future; and/or soils of nonprime classification. The community of Oakley and the City of Brentwood will form the nuclei for the largest Planned Community. The small communities of Knightsen in the north central portion of the Planning Area and Byron in the southern portion will form small nodes for urban-residential development. The fifth Planned Community is Discovery Bay in the eastern section of the Planning Area, near the San Joaquin County line. The Planned Comm ity/Recreation Community concept seeks to enhance the rural nature of the Planning Area and at the same time develop a "sense" of community and cohesion within each growth center. The Area Plan will facilitate implementation of this concept » Each community will retain its downtowndistrict as the business and commercial center, with efforts directed toward its rehabilita- tion and enhancement. Adequate areas will be reserved for commercial expansion as the need'arises. Future urban development within these urban growth areas will be required to connect to urban utilities and facilities such as sewer and water services. This action will promote the objective of efficient, orderly and coordinated growth as characterized by the Planned Cov=,nity concept. The Area Plan prescribes the locational pattern of each planned community and estAlishes specific objectives concerning urban development. • The Area Plan provides for a development policy which' ties urban growth to the availability of urban services. The Area Plan acknowledges the 'General Plan of the City of Brentwood and the previous approved development pattern of Discovery Bay. Residential In East County, current residential land use accounts for 2,200 acres or 1.9 percent of the total 117,500 acres in the Planning Area. Much of this use is concentrated in Bethel Island (1SO acres), Oakley (300 acres), Sand Hill (250 acres), Brentwood (150 acres), Byron (100 acres) and Discovery bay (620 acres). The remaining acreage is dispersed throughout the remainder of the. Pianning Area. ■/y■ /ice■r r121 is t Agriculture-Recreation A 20 acre minimum parcel size is applied in this category. It encom- passes the Delta islands and Delta lowlands which may be subject to occasional flooding. Both have potential recreational value, but will remain primarily in agricultural use during the plan period. However, if future economic conditions or urban pressures cause a change in the use of these lands, future recreational uses should not conflict with the predominant agricultural uses. Recreational development should be limited to areas where compatible with agricultural uses, .and full protection from a 100-year flood;and urban levels of services may not be provided in the foreseeable future in these areas. Approximately 31,387 acres (27 percent of the Planning Area) are designated for this use. Agricultural-Residential Lands designated Agricultural-Residential are located essentially,west and north of the Agricultural,Core, encompassing the steeper slopes and foothills of the Planning Area, totaling approximately S4,125.acres (46 percent of the Planning Area). 'chis area, due to its lower agricultural value, may be allowed to develop at a very low density, permitting parcels as small as-5 acres subject to applicable health and safety standards. Most of agricultural-residentialI area should not be'.required for develop- ,tel ment during the planning period; therefore existing extensive agriculture should be encouraged to continue. AJ 14 �- IFUT s.;}s�r.f' land because of costs involved in moving equipment from parcel to parcel and the limitations on the manner in which insecticides and fertilizers may be applied. Land suitable for agriculture may also be suited for urban development, primarily because it is flat and easy to build upon. Through the minor subdivision process, large acreages can ultimately be divided in to five acre lots with exceptions granted from development plans and improvements normally required for major subdivisions. This process fragments exist- ing agricultural land and places an additional burden on the farmers in the area who wish to continue farming. Division into smaller parcels often also results in higher assessments and higher real estate taxes and may render agricultural operations economically infeasible. Market valuation of farm land and the resultant tax burden levied on them is another impact on agriculture viability. State revenue and taxation laws require all lands be assessed at 25 percent of the fair market value that results from the "highest and best use" of the land. A problem arises when viable farm land is assessed at a speculative value for urban use rather than one reflective of farm values. When agricultural and residential uses adjoin, a number of directly associated problems often develop. In general, residential areas hamper ,. the farmer trying to operate his farm in an efficient manner, and the t• farm use may annoy nearby residents. Very low residential densities would minimize these conflicts. The policies of this Plan will exclude suburban development from agri- cultural areas, and will permit only basic agricultural and rural and recreation uses in these areas. Services and facilities, in turn will be based upon rural and agricultural needs. On the other hand, the Plan acknowledges the existence of certain nonconforming prior parcels and ownerships in all land use areas. Agricultural Core Approximately 14,500 acres (12 percent of the Planning Area) are desig- nated as the Agricultural Core. These are prime agricultural lands with soils rating as Class I or Class II in the land use capability classifi- cation of the U.S. Department of Agriculture Soil Conservation Service. Most lands shown in this category are now used for agricultural purposes and are expected to continue in this use. Agricultural pursuits in the agricultural core should be protected by re uirin a 10 acre minimum parcel size_to maintain economically feasible C ommercial- tu'ra'I i�it TFe creation of small' uneconomiEal_un .ts- -. wiTI'6e"discouraged by land use controls so that it wi a unnecessary for property owners to market the land in small parcels, 0'1404 X13 C '3 `tai-:X' Wx i' i+e{'y pct � ` r� Agriculture Agricultural Core Agriculture-Recreation Agriculture-Residential Planned Community and Recreation Community Residential Single Family Multiple Family Commercial/Retail Business Light Industry Public/Semi-Public Recreation Community Recreation Major Parks/Recreation Areas District Parks Historic Sites Trails Industry The location of land uses is shown on an overall map of the Planning Area, and the individual uses within the "Planned Community and Recrea- tion Community" category are shown on larger scale maps which detail the specific land uses within the "Planned Communities" of- Brentwood, Oakley, Byron and Knightsen. 1 AGRICULTURE Ilia economy of eastern Contra Costa is based primarily on agriculture and related industries. The Planning Area contains approximately 40 percent of the County's agricultural land and it produced an .average income of more than $27,000,000 from 1970 to 1974, an average of 72.6 percent of the County's agricultural total for the same period. Acreage in agriculture in Contra Costa County dimiTished from 299,954 in 1960 to 244,705 in 1970, a decrease of 1B percent. The reasons for this reduction include among others urbanization., land permanently taken out of agriculture production, and land converted to recreational use. The primary objective of this Area Plan is-the preservation of productive agricultural lands in the Planning Area on prime soils, so that viable agricultural activity may continue. In order to achieve this goal, a number of land use policies must be adopted, existing zoning and other ordinances refined, and new and effective programs developed and implemented. A number of factors inhibit the future viability of agricultural opera- tions in eastern Contra Costa County. A major problem pertains to small parcel size. Where parcels are small it is more expensive to farm the !Contra Costa-County Agriculture Department. 6 . 1;; � .4 12 Vii. b*t,"..:"�, • THE GENERAL PLAN ELEMENTS State law requires local government to prepare and adopt a General Plan, including as a minimum elements of land use, housing, circulation, scenic routes, open space as a minimum conservation, safety, seismic safety, and noise. This Area Plan includes the required elements of land use, circulation, scenic routes, and open space as well as the optional elements of recreation, trails and community 'facilities. Conservation, safety, seismic safety, and noise are addressed in Countywide elements and are referenced to the Countywide Elements. This Area Plan is designed to detail the General Plan elements named above, as they relate to the East County Planning Area. Elements which are not amended by this Area Plan continue to be in effect as the govern- ing county policy throughout the county, including the East County area. The Area Plan consists of both maps and text. The text outlines the plan policies, and the Plan Maps delineate the distribution and location of land uses, roads, facilities and other features. The Area Plan elements provide for the continuance and enhancement of agricultural activities, orderly growth of communities; the future growth of industry, all served by appropriately located roads and com- munity facilities. Provision of future road improvements, flood control works and other major public projects should be coordinated with and partly paid by private development, so that the required public capital expenditures will not cause major increases' in property taxes. The Plan designates large acreages of land for continued agricultural and rural activity in the Planning Area. In addition, it provides for a substantial area designated for suburban development. The developable area is substantially larger than that required for a potential popula- tion of 2S,000. It is expected that the provision of an excess area for development will have two positive results: (1) pressures to develop lands designated for agriculture will be reduced, and (2) the development area is sufficiently large to allow for alternative locational choices. The Plan provides for balanced growth through designation of appropriate areas for a variety of uses, including land for residential, commercial, and industrial uses. The development of the commercial' and industrial areas will strengthen the Planning Area economy and provide for further employment opportunities for residents of the Planning Area. LAND USE ELEMENT The Land Use Element of the Area Plan uses the following land use cate- gories, discussed in greater detail below, and describes their disposition: 01402 DO #'��F�"�`�,��,°},�r,�s-{''�-: '''t�,,,u�'3��,,.',a'453,�c'' t^L';' ,'�`,+Y,S��``•,t,�s '�. 3"=�.' t'-�b. a t �.3-. rY 4:5? �,tiy�.t s�„ l#ie�� +stka,�x„7,s�s t„ �n��t POLICIES • - Provide a circulation system appropriate to rural development to support various land uses and economic activity. - Provide for controlled access onto Highway A within areas designated for residential development growth in the Planned Communities. - Encourage the use of buffer zones between residential areas and major transportation corridors and industrial facilities. Route new arterials around rather than through residential areas. Plan a system of bicycle paths and hiking trails to connect community facilities, residential areas, and the business district, as well as points of interest outside the community utilizing existing public and semi-public right-of-way. - Reduce the dependence on the automobile by encouraging the patronage of public transportation. - - Maintain the present road system in designated agricultural regions, with improvements confined to upgrading of structural deficiencies such as road widths, alignment, and drainage. •, - Develop roads in hill areas to conform with topography in order to minimize disturbance of slope and natural features of the land. COMMUNITY FACILITIES GOAL To obtain maximum benefit from existing public structures; to provide adequate public services, cultural and recreational facilities for residents of all ages. POLICIES - Provide civic, cultural and recreational facilities adequate to handle present and future demand. - Maintain and upgrade existing public.utility, fire, police and all other public services as needed to adequately. protect and serve existing and new development. - ,Utilize existing and future public facilities, such as schools, libraries and community halls, as neighborhood activity centers. Preserve and restore wherever possible, areas and structures of historic significance. e s ♦} a ♦♦ 4 10 4, vegetation and soil characteristics; to protect and enhance attributes of the Delta; and to preserve and maintain historic sites. POLICIES Distribute and manage recreation activity according to the area's carrying capacity with special emphasis on controlling adverse SAt the environmental impact, conflict between uses, and f traroags.recreation same time recognize the regional imp ortance resources. Promote levee improvement programs. to the Obtain a well balanced presentnand plannedarksresidentiald ofdevelopment. character and intensity of p INDUSTRY GOAL GOprovide and maintain employment centers appropriate to the rural To nature of the area and to old in ont cppertunities°n01Aic base of the Planning Area through new employm • POLICIES Concentrate industrial development to areas inrsediately adjacent to major transportation corridors. Encourage the development of agriculturally related industry which will enhance the continued productivity of agriculture- Encourage industries which have the capability of employing East County residents, antlingaocaieSityatedaindustrialearess.l use and 'confine Define auto dism its•future development to CIRCULATION GOAL To achieve a safe, efficient, and oordinated trans and orthetationeconosystem of capable of serving and supporting the area, and to minimize conflict between agricultural and urban land uses, 01400 9 ensure that land uses are mutually compatible, functional, and aesthe- • tically pleasing; and to provide balanced levels of commercial and office development, community facilities and coordinated circulation, which will maintain and complement the rural nature of the area. POLICIES - Give highest priority to the preservation of prime agricultural soils; urban development should be directed to areas of nonprime soils. - Encourage contiguous growth in an orderly and efficient manner. Require existing and future urban development to be serviced by urban utilities and facilities, such as sewer and water services, when available. Develop balanced communities through the integration of all urban uses with equitable land use allocations and 'the provision for appropriate community facilities. Develop land use and circulation plans appropriate to each community, with higher residential densities permitted in Oakley, Byron, and Knightsen townsites when water and sewer services aro developed. Create an East County project; review committee (advisory) with the capacity to review and recommend project changes. RECREATION COMM1UNITY GOAL To provide and maintain a water-oriented recreation.community supported by necessary residential and commercial development. POLICIES - Define land use allocations appropriate to water-related recreation, to ensure balanced and contiguous growth compatible with the Delta's unique ecology. - Require existing and future urban development connect to service facilities (water and sewer) when available. RECREATION GOAL To allow recreational development only in a manner which complements the natural features of the area, including the topography, waterways, r .:tm ,s•.;`*'a 44n GOALS AND POLICIES The Area Plan is intended to meet the planning goals outlined below. The goals describe the kind of environment considered desirable. The policies enunciated are designed to provide means of achieving the goals. Goals and policies were formed for each of the following: agriculture, planned communities, recreation community, recreation, industry, circu- lation and community facilities. AGRICULTURE GOAL To encourage the preservation and enhancement of agriculture. POLICIES Preserve designated prime agricultural lands for agricultural use. Encourage and maintain the integrity of viable agricultural lands. - Provide for the subdivision of agricultural land to an extent . compatible with surrounding agricultural uses and zoning. - Make agricultural zoning reflective of agricultural use. Provide a circulation system appropriate to rural development to support land uses and economic activity. Encourage water reclamation and other physical development projects which would increase, enhance, and protect agricultural land and its production capabilities. Encourage research into means of maintaining and improving the economic viability of agriculture in East County. Real estate taxes levied on agricultural lands should be assessed on the basis of agricultural use, not potential urban development values. PLANNED COMMUNITIES GOAL To develop a "sense" of community through the development of safe, healthful and attractive living environments and a range of housing • styles, types, and cost ranges to suit varying needs and desires; to (11: 98 Most soils in the Planning Area are suited to some form of agricultural • pursuit. The exceptions are the marsh areas, rock outcrops, the dense oak woodlands found on some north-facing slopes, quarry sites, and those areas which are now developed into urban uses. FLOOD PLAIN Approximately 43,000 acres of the Planning Area, the entire north and east fringe of the Planning Area, fall within the 100 year flood plain. Thousands of acres of the Delta lowlands and islands are protected from floods and high tides by a network of man-made levees, some of which are over 100 years old. Many of the levees are in poor condition and need to'be rehabilitated. Land subsidence, which results in ever-increasing pressures on the levees, further compounds the problem. Consequently, the Delta experienced major levee failures with resulting flooding. Since 1950, Webb Tract and Quimby Island have flooded; Webb Tract and Quimby Island have since been reclaimed. Based on past flooding experience and the vulnerability of the levees to ground-shaking effects of major earthquakes, all lands in East County should be considered subject to flood hazard reflective of the 100-year flood hazard line to be established on Federal Flood Insurance maps. VEGETATION The dominant species are the introduced annual grasses and flowering plants which have, their maximum growth during the winter rainy season. Open woodland-grass combinations are found along the north and northwest- facing slopes with blue oak, interior live oak, and California buckeye the principal tree cover. In more sheltered areas, such as canyons where more moisture is available, and areas of greater rainfall the woodland growth is more dense. The foothills and steep uplands constitute some of the best coastal grazing land in the State. Grass hay is cut near the Alameda County border. In the Planning Area, marshland is confined to the small "channel islands" scattered along the sloughs and Old River. Because of silting, portions of Big Break are returning to their original marshy condition. Vegetation here consists principally of sedges, common tule, bull tule, willow, cottonwood, and many flowering plants. Streamside plant associa- tions are located in stream channels, canyon bottoms, and along many levees. They include the same species as the hillside woodlands plus willow, alders, cottonwood, and other trees and shrubs requiring an abundance of water. The riparian vegetation helps to reduce bank and levee erosion, maintains wildlife populations, and contributes to scenic and recreation values. • 01. 397 ].},� i. •_ .. i J ue �. _i �t fie.. - xd t . �"�.: . -v . `�-`k � Oakley,l Bryon, and Knightsen developed as railroad-oriented communities in the late 1800's. In 1975 Oakley had a population of approximately 3,000 and Bryon of approximately 450. Both communities have experienced fluctuations in population over time and appear to be experiencing an upswing at the present time. No population figures are available for Knightsen because of its small size. Bethel Island, basically a recreation and retirement community, had a 1975 population of 1,400 persons. ENVIRONMENTAL FACTORS CLIMATE The climate of the East County Planning Area is a modified Mediterranean type. The winters are mild but rainy and the summers are moderate to hot and subject to drought. The region's topography causes a considerable variation in rainfall and temperature in different portions of the area, with rainfall ranging from 17 inches in the southwest hiils.to less than 12 inches in the eastern Delta. Approximately 90 percent of the precipi- tation falls in the months of October through April. The climate is conducive to productive agricultural operations. GEOLOGY AND SOILS (� The geologic "formations" exposed in the Bast County Planning Area differ in age, origin, rock characteristics, and engineering properties. The southwest portion of the Planning Area is rugged and hilly, falling off into the valley floor to the east. Dominating the western fringe of Planning Area are the hills of the Diablo Range. The gentle to moderate slopes (S to 1S percent) of the foothills have characteristics similar to.valley soils and the steeper upland slopes. Generally speaking, grazing is the predominant use of this transitional zone with a few orchards existing on the shallower slopes. Along the eastern perimeter of the Planning Area are found the Delta Islands. The Planning Area contains approximately 14,500 acres of prime agricul- tural soils (Class I and II--SCS Soil Survey). They are intensively farmed, mainly supporting orchards, annual row crops, alfalfa, and other pasture crops. These soil types encompass most of the area around Brentwood extending basically in southerly, easterly, and northerly directions. !Boundaries as defined by the Contra Costa County 1975 Census. > . OIV396 ,. ,._ : +.t. ,. ixr`,�.,a�'�..3£'a. ..;x...L;hdf�ww`41? .?S,e_'!:�`��'�'�..�i�,.x.3•rA.r7aq.i��i�.+,Yr.S^.57a:s.i,�.;ic „-.i�`c,'u_:t-;�'�"lssn_'�w"="�+_'t ..:�'..<, it�x rr L yytt J •,} yI I i1 1 ISS I� may;;iA^;»' }.'"Zvi:...S ,.? ,,... ;n. •rh�z..*s-. ^r.x'°tli!`:c2k°" Y,"SEI..` *•a£...y`ae_ ,�`5.,.:x T. `�,3.a'' *04A BACKGROUND FOR PLANNING This Area Pian is based on data in a series of six background reports which were prepared to provide the East County General Plan Review Committee with information required for its work. subjects covered in detail included population characteristics, community facilities, physical resources, transportation, economic characteristics, and land use and zoning. The reports are on file with the Planning Department. DEVELOPMENT TRENDS The Planning Area covers a total of 184 square miles (25.5 percent of the total County area) and contains a population of approximately 15,000 (in 1975) at .: 4ensity of 75.6 persons per square mile. This low popula- tion density, combined with moderate population growth, characterizes the generally rural-suburban nature of the area. The population is largely concentrated in small communities (Brentwood, Byron, Bethel Island, Oakley, and Knightsen) primarily oriented to Highway d. POPULATION GROWni Contra Costa County as a whole experienced rapid growth during the period of 1940 to 1975, while East County experienced a slow but gradual growth during the same period. The County as a whole grew rapidly from a prewar population of 100,500 to a 1975 populatidn of 582,829 persons, an increase of 480 percent. Over the same thirty-five year period, East County population increased from 5,606 to 15,228, a 172 percent increase. The Planning Area consistently exhibits a higher population of elderly residents than the County as a whole. It also contains a minority population of approximately 17.9 percent, largely;of Mexican, Mexican- American and Chicano ethnic, which is higher than the percentage of the County as a whole. Population estimates for the next ten years, utilizing various growth rate assumptions well in excess of past experience, indicate that between 18,000 and 25,000 persons would reasonably be expected to reside in the East County Planning Area by 1990. These estimates are on the high side, reflecting the increased growth rate of the early 1970's. Brentwood, the largest and only incorporated community in the Planning Area, was established in 1874 and incorporated in 1948. Historically, community growth in the Planning Area has been gradual,, with no signifi- cant peaks at any one time, This gradual growth of the Planning Area as a whole is reflected in Brentwood; however the city is experiencing an increased growth rate and contained 3,700 persons in 1975, an increase of 38.2 percent since 1970, brought about through both annexations and development. °►• le t - .3^�. :r.xv_C. S. .:•�r �.+ci l.,$ ....) ,. .4,. a�y'� -�3fi�,a,,rem d.n.�.3.i,:.''�x.rr ..1..;3'-.-. i'x+Ezt � e_,.5-.—G'1..:� To integrate selected special purpose elements into one General Plan document. The basic concepts underlying the Plan are simple; in order to preserve the best agricultural areas for intensive agricultural uses, such as truck farming, orchards, and row crops, the prime agricultural soils are delineated and designated for continued agricultural use, while on less desirable and productive soils other land uses are also permitted. Recreational uses are permitted in the proximity of the recreational waterways, while residential uses at suburban densities are delineated in clusters where major circulation elements, and water and sewer services are either already available or can be logically extended. to addition, safety considerations relating to flooding and other natural hazards are taken into account in determining the location and intensities of future land uses. The resulting Area Plan accommodates not only the 1975 population of approximately 15,000, but also provides for the additional 10,000 persons expected to move into the Planning Area by 1990. The holding capacity (the population which could be accommodated pursuant to the Plan policies) exceeds 68,000. This excess of capacity beyond anticipated growth demands allows a very substantial margin for alternative development choices. It is expected that the Area Plan will be reviewed periodically; at the �+ minimum, three years prior to the expiration of the plan and revised if necessary. INTRODUCTION The purpose of this Area Plan is to review and revise the existing General Plan of Contra Costa County, as it pertains to the easterly portion of the county generally defined as being east of Bridgehead Road, Deer Valley Road and Vasco Road, as shown on the Location Map. This portion of Contra Costa County has long been a rural agricultural area experiencing only limited demand for urban growth. However, in the past several years the demand for the subdivision of agricultural lands has been on the increase, thus producing a scattered growth pattern lacking appropriate services. The process of premature subdivision has caused many instances of breaking up prime agricultural lands into smaller parcels which cannot be farmed economically, both depriving the region and the state of food and fiber production and putting additional economic pressure on nearby agricultural holdings, while rendering the provision of services more costly and inefficient. Attempts to stem the trend toward the break-up of agricultural lands and to preserve prime land for agricultural production caused the establish- ment of a Reserve Area designation in the open Space and Conservation Element of the General Plan. The Reserve Area status was established until the community andthe county could jointly develop an appropriate Area Plan to guide future development in East County. The East County General Plan Committee, a citizen advisory group, was appointed by the Board of Supervisors to assist and advise the County Planning Department in developing an Area Plan for the East County Planning Area. This Area Plan is the result of over two years of work. It consists of both text and maps, which together constitute an amendment to the county General P1Pn and its component elements. The broad objectives of this General Pian are: To establish a pattern of land uses which will promote a high degree of health, safety, and efficiency for the well being of the East County community. - To provide for the maintenance and viability of the agricultural community. To relate new development directly to the provision of community facilities necessary to service that development. To update and bring together the various land use elements of the General Plan for the area. 01392 , . BACKGROUND FOR PLANNING This Area Plan is based on data in a series of six background reports which were prepared to provide the East County General Plan Review Committee with information required for its work. Subjects covered in detail included population characteristics, community facilities, physical resources, transportation, economic characteristics, and land use and zoning. The reports are on file with the Planning Department. DEVELOPMENT TRENDS The Planning Area covers a total of 184 square miles (2S.5 percent of the total County area) and contains a population of approximately 15,000 (in 1975) at a density of 7S.6 persons per square mile. This low popula- tion density, combined with moderate population growth, characterizes the generally rural-suburban nature of the area. The population is largely concentrated in small communities (Brentwood, Byron, Bethel Island, Oakley, and Knightsen) primarily oriented to Highway 4. POPULATION GROWTH Contra Costa County as a whole experienced rapid growth during the period of 1940 to 1975, while East County experienced a slow but gradual �• growth during the same period. The County as a whole grew rapidly from a prewar population of'100,500 to a 1975 populatidn of 582,829 persons, an increase of 480 percent. Over the same thirty-five year period, East County population increased from 5,606 to 15,228, a 172 percent increase. The Planning Area consistently exhibits a higher population of elderly residents than the County as a whole. It also contains a minority population of approximately 17.9 percent, largely, of Mexican, Mexican- American and Chicano ethnic, which is higher than the percentage of the County as a whole. Population estimates for the next ten years, utilizing various growth rate assumptions well in excess of past experience, indicate that between 18,000 and 2S,000 persons would reasonably be expected to reside in the East County Planning Area by 1990. These estimates are on the high side, reflecting the increased growth rate of the early 1970's. Brentwood, the largest and only incorporated community in the Planning Area, was established in 1874 and incorporated in 1948. Historically, community growth in the Planning Area has been gradual, with no signifi- cant peaks at any one time. This gradual growth of the Planning Area as a whole is reflected in Brentwood; however the city is experiencing an increased growth rate and contained 3,700 persons in 1975, an increase of 38.2 percent since 1970, brought about through both annexations and development. • 111394 ( 1.i.1 if 3 INTRODUCTION The purpose of this Area Plan is to review and revise the existing General Plan of Contra Costa County, as it pertains to the easterly portion of the county generally defined as being east of Bridgehead Road, Deer Valley Road and Vasco Road, as shown on the Location Asap. This portion of Contra Costa County has long been a rural agricultural area experiencing only limited demand for urban growth. However, in the past several years the demand for the subdivision of agricultural lands has been on the increase, thus producing a scattered growth pattern lacking appropriate services. The process of premature subdivision has caused many instances of breaking up prime agricultural lands into smaller parcels which cannot be farmed economically, both depriving the region and the state of food and fiber production and putting additional economic pressure on nearby agricultural holdings, while rendering the provision of services more costly and inefficient. Attempts to stem the trend toward the break-up of agricultural lands and to preserve prime land for agricultural production caused the establish- ment of a Reserve Area designation in the Open Space and Conservation Element of the General Plan, The Reserve Area status was established until the community and .the county could jointly develop an appropriate Area Plan to guide future development in East County. The East County General Plan Committee, a citizen advisory group, was appointed by the Board of Supervisors to assist and advise the County Planning Department in developing an Area Plan for the East County Planning Area. This Area Plan is the result of over two years of work. It consists of both text and maps, which together constitute an amendment to the county General PIp and its component elements. The broad objectives of this General Plan are: - To establish a pattern of land uses which will promote a high degree of health, safety, and efficiency for the well being of the East County community. - To provide for the maintenance and viability of the agricultural community. To relate new development directly to the provision of community facilities necessary to service that development. To update and bring together the various land use elements of the General Plan for the area. 013, ♦h + t t� '�"�� ATM { l•'� *.� Z TABLE OF CONTENTS Page INTRODUCTION 1 BACKGROUND FOR PLANNING 3 Development Trends 3 Population Growth 3 Environmental Factors 5 GOALS AND POLICIES 7 THE GENERAL PLAN ELEMENTS 11 Land Use Element 11 Housin Element 30 Circulation Element 31 Scenic Routes Element 35 Open Space and Conservation Element 37 Community Facilities Element 38 Safety Element 51 Seismic Safety Element 51 Noise Element 52 IMPLEMENTATION 53' APPENDIX A 59 APPENDIX B 63 APPENDIX C 65 01,191. ,t>a n,•i? 1 �--. Dx s'0.;, sE j .' v.t'a "'$� 4s'r a'7^-`'ix�- This draft of the proposed East County General Plan was prepared by the East County General Plan Committee with the assistance of the Contra Costa County Planning Department. The citizen's committee includes the following persons: Stanley Planchon, Committee Chairman Evo Baldocchi Tiny Bettencourt Milford L. Seutler John Bloomfield, Chairman, Residential Subcommittee William Bunn Ernest Burroughs Leonard Celoni Joseph Cunningham Robert Dal Porto Johann Dean Lucy Delaney Gerti Del Barber Charles C. Duffy I .D. Hasten England { Leonard .Gerry • Carl Hanson Jack Hernandez Arthur E. Honegger, Chairman, Community Facilities Subcommittee Lee Laird Jr. , Paul Lamborn Robert Lasley Kenneth Lee Richard Lewis Ernest Luna Sheldon G. Moore, Chairman, Transportation Subcommittee Ronald Nunn, Chairman, Agricultural Subcommittee Ray Ramirez William Snow, Chairman, Commerce and Industry Subcommittee Gene Stonebarger, Chairman, Recreation Subcommittee • 013tM1 1 DRAFT FOR REVIEW EAST COUNTY AREA PLAN A PROPOSED AMENDMENT TO THE GENERAL PLAN FOR CONTRA COSTA COUNTY t • 4 �f • Prepared by the East County General Plan Review Committee with the Assistance of the Contra Costa County Planning Department April 1976 xy i�. EAST COUNTY AREA GENERAL PLAN A Draft Proposal APRIL 1976 i Contra Cosies Coutrty Planning_pWWtnient vo 44- REVISIONS TO EAST COUNTY GENERAL PLAIT PROPOSALS OF JUNE 17, 1976 On June 17, 1976 the East County General Plan Review Committee met to review the comments made at the community meetings of May 6 and May 27 at Oakley and Brentwood respectively, and at this meeting the following actions were taken: 1. Instructed staff to correct a map error in showing residential use in a location to be designated for Industry at the Dupont Plant north of } Highway 4. 2. Discussed and adopted a southerly extension of the residential designa- tion on the west side of Sand hound Slough. 3. Discussed and adopted the extension southward of the con►nercial designa- tion on both sides of Highway 4, between Lone Tree Way and the City of Brentwood, to include Davis Camp. 4. Discussed but refused to adopt the extension of residential designations in the Byron area. 5, Discussed the Scenic Routes element, and determined to delete the same 4 from the proposed Plan. G. Discussed the proposed East County Review Committee, and adopted a change in guidelines to have the school district Boards select the g initial Review Committee members. 7. Heard another presentation of the City of Brentwood,`in support of the City's request to increase the Planned Community in the vicinity of the City. After discussion, refused to take action to change the x Draft Proposal. :i t i� r C.C.C.P.D. 1/25/77 17 ,{A .r.-sit".�'..;:."L`i`2 a;.4�t L � a v_ V Q: ifl a 0 r 3a a. z a O 'cis Nl <dl t7 I tail wn ••' z vz _ c >a FJJC «4S`ta'3 `"..ik "4 4 .a-k.. ., F :'x''.��.,, �., ... .S. 't;• w TABLE C-2 EAST COUNTY GENERAL PLAN PROPOSED LAND USE LAND USE ACRES AGRICULTURE 100,608 Agriculture Core 14,383 Agriculture Recreation 31,387 Agriculture Residential 340638 PLANNED COMMUNITY 8,881 Oakley/Sand Hill 3,223 Discovery Say 1,783 Brentwood (Incorporated) and Sphere 1,637 Byron 143 Knightsen 73 RECREATION COMMUNITY 1,607 Bethel Island/Sand Mound Stough 11607 INDUSTRY 331 RECREATION 719 PUBLIC/SEM[-PUBLIC 243 WATER AREAS 4,941 TOTAL 117,332 + � a .. - ,•.tit b ,k, -._ r _ .. `v..s..,.. k. ..*�._.�......r y ,r w p rn to-t r 3N• XN> � ? � •• �S a n Zn NZ cl n Q w K �1 �I 70 a }�}f► tir Qy�i � a"+ `o C �� C•! Ot W P � p� V 'N � � y �• D IJJ W A� C n 14. y as `a yi a 6 N ^ ro ro ro 3 a � �'�i' "��:ti`yv • '' -���=k"�''�`C ��=k�+. 5F '?-�i�"T�``�xa��.3. w'�`.`'�„�;� a�{i�'L:? .. •k�.,nt,.,.�,. ...i..}.,'1..>�3:',.�+:,,"`:->.,a.�ci iS,�::'..�-,..§ ._ ..,_ .,. ,.+..;u APPENDIX C ? MF 01383 TABLE B-2 EAST COUNTY GENERAL PLAN PRIME SOILS IN AGRICULTURE CORE SOIL TYPE CLASS Brentwood Clay Loam, Wet (Bc) 1-1 Brentwood Clay Loam, 0-2 Percent Slope (Bb) Ilw-2 Capay Clay, 0-2 Percent Slope (CaA) 115-3 Capay Clay, Wet, 0-2 Percent Slope (CbA) ilw-3 Clear Lake Clay (Cc) 115-3 Rincon Clay Loam, 0-2 Percent Slope (RbA) lis-3 Rincon Clay Loam, Wet, 0-2 Percent Slope (RcA) iiw-2 Sorrento Silty Clay Loam (Sm) 1-1 Sorrento Silty Clay Loam, Sand Substratum 116.0 Sycamore Silty Clay Loam (So) 1-1 Sycamore Silty Clay Loam, Clay Substratum (Sp) Ilw-2 Sources U.S. Soil Conservation Service. 0138 l F1= x' •-z'3 r`' '6".mac Yr$'` r>x3. :s<. TABLE B-1 EAST COUNTY GENERAL PLAN EXISTING LAND USE (1974) LAND USE CATEGORY ACRES RESIDENTIAL 2,223 Single Family and Related 1,999 Multiple Family and Related 36 Mobile Home 61 Mobile Horne Park 114 Group Quarters 13 COMMERCIAL 490 Retail Business and Related 233 Commercial/Recreation 233 INDUSTRIAL 391 Light industry 137 Heavy Industry 104 Mineral Extraction 330 PUBLIC/SEMI-PUBLIC 7116 • Public/Semi-Public 213 Utilities 303 OPEN SPACE 111,703 Agricultural 99,201 Intensive 36,349 Extensive 42,632 Vacant 8,860 Water 3,312 Recreation 330 OTHER L,829 ' Roads and Streets 1,618 Railroad 211 TOTAL ACREAGE 117,352 Source: Contra Costa County Planning Department. _ k t f n .d,�- -*• � - e R.- .,g a, grµ 1 g+R: � �'xi-5,a �'"�a'"a'S i�r. e,�y. 'i,.Y� ��.��_t!„ 'sem . _, .i"x�i._� ,,.. �...`!, ... �k�,%u-v3,ASR'x.::LL ,.`�b`.{:ae_�.MY.;C.•atF.';r.�'i i{'t:ZR+-i `S$�'`.t4+i. *�y .<; F � �- _ APPENDIX 8 i i st,a �}.w`t.». d'�a•��r� �' , �a,i;� �:u�.� a{?oAhr cLatiS.k.::r,r s,er ,iw„roa 1-a..,...g- a6 « 0' « � � W u v) 0. M V%4t Y z Cco YJ CO =M u CLUJ F �v U. ug �zV) o Qou D a v u N N G m O X00 dJ U 4) �• Y ta-ww m` m Y o h - 0.111, e' €'Yk,. . i TABLE A-6 EAST COUNTY GENERAL PLAN CONTRA COSTA HOUSING AUTHORITY UNITS JANUARY 1, 1970 to JANUARY 1, 1974 TOTAL OCCUPIED UNITS Area 1/1/70 1/1/74 CONVENTIONAL HOUSING Brentwood Area 44 44 Oakley 30 30 Oakley (elderly only) 40 40 TOTAL 114 114 LEASED HOUSING Oakley Area 96 137 TOTAL 96 137 • TOTAL EAST COUNTY 210 231 Sources Contra Costa County Housing Authority. 1 �}" 37 r L TABLE A-5 EAST COUNTY GENERAL PLAN POVERTY LEVEL AND HOUSING INDICATORS APRIL, 1970 East County Tgtal Families 3,831 Families Below Poverty Level 306 Percent of Total Families Below Poverty Level 13.2% Total Families In Housing Authority Units 210 Percent of'Poverty Level Families in Housing Authority Units 41.396 Source: U.S. Bureau of the Census. a 37 t _3...'.'-es S; v"aq s�,,?, .�ix"��::dr'�,'�� •£ ^.w,�k� �o'�� �v` ;���5;Svi'pf�,�� "c.; a 4,y.�", N O N f� d Q� h T 00 • N 00 d d N en e0 37 0 N N 'D 00 N bq d y� � •C� a Gr I �v d u IN _ WN 00 A +► � a •i+ G O N- C* m co v, 00 �- ••` ^ p ^ h n N d •'� N a b WN �. ggo in a a ^ y N m � o u n �NNQ Jam.• y � '" to 1� O(,7 Q � za � � • u� m� • a z Z w = • SOV • ( V Z - �+ a sIc 1 N p C V t9 cc IA ..t ,�.� w;:f .,c-.k1t����4�� '�,x ,��a-, is$ r�,..*J�;,-+,,�'iv. `k'y+ ,. � '`es..td� '�d;=.zt�' k'c� �•��,�{y,. � ',�y"�''t:�1,.�''.. i.1.^.-.,a'w:t.wx..•�.zr V� � § � - � , � ` ■ � � u = _ . ■ . � � � � & � • � 2 � ± § K � � � k K ■ ] � . §� § -��■ �' . d\01 /�� \ i ^\ M W 0 h � •u1 Q 0 tT Q .. 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Study the feasibility of consolidating service districts in the Planning Area Including school and fire protection districts. 2. Coordinate the activities of service districts. 3. Study and develop a policy to require servicing capability as a condition of development. • Las i e tier `'"''+ =-^� •s.y: x A ` ' '''`, 4csFx+4 + 3 .., u••e rt� a,.�ge=rtx.44E ADDITIONAL IMPLEMENTATION MEASURES 1. Prepare a Specific Plan for Bethel Island to guide its future growth. RECREATION REQUIRED IMPLEMENTATION MEASURES 1. Adopt a local park acreage standards. 2. Provide a public agency mechanism to utilize existing procedures for distributing park dedication fees to appropriate East County areas. ADDITIONAL IMPLEMENTATION MEASURES 1. Study the potential for an East County Recreation District to provide for the recreation needs of the area. 2. Support and encourage state efforts toward creating a developed State Park at Frank's Tract State Recreation Area. 3. Study waterways for a waterways trail plan. CIRCULATION REQUIRED IMPLEMENTATION MEASURES • 1. Review road and right-of-way widths In East County for compatibility with General Plan development policies. 2. Obtain road widenings and appropriate road Improvements as land Is developed. 3. Initiate a program of correcting road deficlencles.on existing roads. 4. Coordinate road development and Improvement programs with local.and State agencies. COMMUNITY FACILITIES REQUIRED IMPLEMENTATION MEASURES 1. Coordinate development and facility requirements with the applicable agencies. 2. Participate in applicable local and regional facility studies. 3. Initiate a study of the multiple use aspects of community facilities directed at maximizing the use of each site. 4. Initiate a countywide community facilities study to Insure compatibility of facility development throughout the County. 0137U ,$ % 4, " ,+✓--�} e, e - rS; b �X s-_3-...c'•€ '' ? - a�+�"'`' r?` 4. Revise the designations of the agriculture zoning districts to reflect the minimum allowable parcel size. 3. Review Williamson Contract Program as to Its effectiveness in achieving stated goals in the East County Planning Area, namely the avoidance of real property tax burden on agricultural uses which forces their conversion to suburban uses. 6. Develop a flood plain zoning ordinance. 7. Limit Installation of major roads which will be detrimental to agriculture. 8. Encourage and support State and Federal water reclamation projects and physical development projects which would Increase, enhance and protect agricultural lands. 9. Establish a development standards policy for required improvements In each agricultural land use category. PLANNED COMMUNITY REQUIRED IMPLEMENTATION MEASURES 1. Require connection to urban utilities and facilities. 2. Review existing zoning within each Planned Community as to its conformity to Area General Plan land use categories. 3. Revise zoning to reflect use. 4. Develop Incremental phasing program for physical growth. 3. Establish a development standards policy for each Planned Community. RECREATION COMMUNITY REQUIRED IMPLEMENTATION MEASURES 1. Require connection to community sewer and water facilities before urban development Is allowed. 2. Require detailed geologic and engineering reports as a prerequisite for considering the approval of public and private development. 3. Revise zoning to reflect use. 4. Develop Incremental phasing program for physical growth. S. Establish a development standards policy for the Recreation Community. 46tr/`'4 f 14 4€"ti'.ta''<yy�,�,'iut_ic.v. affil`�.�''3��_3_„yz`;...�G3Qi� � .n"et�i��9.��.+ts1 Y•k, �2.2io.&ixev5_:..ebi���, t`a i,+-��i'C'' �.0?ar ""� �+r.;'�i�7�,¢"'):'`r-.°..�.�r.,.z_•-;:.. ._.-<..,.�r�r IMPLEMENTATION The purpose of this chapter Is to establish a program for Implementing Area General Plan proposals following the Plan's adoption. This Plan is developed for a period of ten years. During this period it may have to be amended to reflect conditions not now anticipated. Further, to Insure that the Plan Is current and up-to-day, It is recommended that It be reviewed periodically. An annual review is recommended to monitor the progress of the Plan and the Planning Area. The Implementation of the plan requires a number of actions. By subject matter these actions Include: AGRICULTURE REQUIRED IMPLEMENTATION MEASURES Agricultural Core Area 1. Revise agricultural zoning In the agricultural core to require 10 acre minimum parcel size. Agricultural-Recreation Area . • 1. Revise agricultural zoning In the Agricultural-Recreational Area to require 20 acre minimum parcel size. 2. Adopt an agricultural zoning ordinance appropriate to the 20 acre minimum. 3. Prepare and administer criteria for development of recreation uses along waterways in the Delta area. Agricultural-Residential Area 1. Revise agricultural zoning in the AgrIcultural-Residential Area to require s acre minimum parcel size. Measures Applicable to All Agricultural Land Use Categorles 1. Initiate a study on the Issue of agricultural parcel size and viability after the adoption of the East County Area General Plan. This study to Include the development of criteria for and delineation of areas In which non- conforming lot size prevail. 2. Support state legislation to assess real property taxes on use(agricultural as a"highest and best use") and not potential urban value. 3. Review present zoning districts and rezone where applicable to make zoning • reflective of use. 45; `+h�4..ia*.�.'z�2 � � �vn-#'x,: �.., •' '!s`�ti.+r� - �:iX^`�'$'`4��'t•�•.r�3t,,. �{�'43nq� '� � ��'�y�'ZY��'r:wi'- -5£;,S+Y�. ' � �r� y.,..,r� t� �•j: SEISMIC SAFETY ELEMENT The major faults which bisect the East County Planning Area are the Antioch- Davis fault zone and the Midland Fault zone; the former is considered active and the latter potentially active. The Antioch-Davis fault system trends northerly through the hilly western portion of the Planning Area. The Midland fault zone, which trends approximately north-northwest, is believed to extend from the southeastern corner of Contra Costa County northward through the eastern portion of the Planning Area to as far as the Yolo-Solano County lines, near Winters. The policies of the Countywide Seismic Safety Element apply to the Planning Area. The design of development and site preparation should give consideration to the existence of these faults In the Planned Communities around Oakley and Byron, and the Recreation Community on Bethel Island. Seismic ground shaking and liquefaction potential should be considered on Modern Sediments and Younger Alluvium in the East County area. NOISE ELEMENT The Countywide Noise Element Indicates that residential areas and schools are • adversely Impacted by transportation noise (in Oakley. and Brentwood). The element provides noise contours for both existing and 1990 noise levels. Development within those contours should consider and be designed to provide appropriate attenuation of noise. Similarly, consideration of noise radiation from stationary sources should be a major determinant for major Industrial and commercial development. 44 ,•_ 00 0 SAFETY ELEMENT Policies of the Countywide Safety Element of the General Plan also apply In the Planning Area. Major policies Impacting the development pattern of this Area General Plan Include the followings Geologic hazards should be fully considered In the planning of industrial development located just east of Bridgehead Road and north of the Santa Fe y Railroad; development of reclaimed lands In the Delta islands and below the 10 foot elevation; on landslide deposits found In small areas near Marsh Creek Reservoir and east of Vasco Road; and on slopes over 26 percent east of Deer Valley Road, north of Marsh Creek Road, and east of Vasco Road. Flood hazards should be fully evaluated and development containing human habitation avoided In areas where flood protection Is required and can not be provided. This would be applicable to reclaimed lands not adequately protected by levees, and areas of creek overflow. Federal Flood Insurance requirements must be satisfied within Flood Hazard Areas designated by the Federal government or other areas known to be flood prone. Areas subject to flooding by standing water should be drained adequately or not developed other than for agricultural and other open space uses. Hazards related to land uses such as petroleum and chemical Industries, oil and gas wells, petroleum product and natural gas pipelines, and the • transportation of hazardous materials by road, rail and water should be considered. The Safety Element designates a location near the E. 1. DuPont plant east of the Antioch Bridge as a "Safe Stopping Place" for hazardous materials. District. Major new equipment will probably not be required for the other districts. Eventually, the East County area will probably also have to employ a permanent salaried fire protection staff. .r=, 42 tai �)� w�►� '��j_ rr�� iota}. V r,Fltxl The second and most critical flood damage area in the East County is the Delta region, which consists of many reclaimed islands below sea level which are , separated from surrounding river.cim mels by levees. These islands are subject to levee breaks, which can result in the long-term flooding of entire islands. The Delta is part of the San 3oaquin !liver flood-plain which extends from north of Oakley and Knightsen southeasterly along the eastern,boundary of.the County. Flood prevention in this area is dependent on the quality of maintenance,and design of levees. The levees are managed by two processes which result in differing levels of flood prevention.-Direct-agreement levees are engineered and managed:by the Army.Corps.of Engineers pursuant to agreement with the state; and these levees meetthe.Cocps standards for safety and dependability. The second.type of_levee, non-project levees,are privately designed and maintained by individual water reclamation districts: No specific maintenance standards or regulations exist for,many non-project levees.. Levees are currently maintained at levels that range from adequate to.inadequate. Problems such as lace of soil compaction, inadequate thickness and unstable.slopes are indications of levee instability. The County flood Control District estimates that an average of four feet of additional height, as well as certain structural improvements, .would be needed to bring the inadequate levees up to the U.S.Corps of Engineers standards. PROTECTION SERVICES AND FACILITIES Fire Fire protection in the Planning Area is provided primarily by four fire districts: Bethel Island, Brentwood, Byron and Oakley Fire Protection-_Districts..,.;The Bethel Island District employs a full-time paid chief and assistant chief;all other staff of the fire,companies are volunteers: :.The major problems.of the fire districts relate to the,large area to be protected and the unavailability of water. These factors require.that.much of the.equipment:be comprised of tankers to transport large water supplies and brush pickup equipment to fight isolated brush and ra%efires. All fire companies have building sites,rated-"good"-and all but Brentwood have_good,expansion potential. Fareinsurance ratings'in the East County are among the highest in the county. The overall rating of the district's manpower, training, local water system and supply all need improvement when compared to the rest of the County. The need for bmwe.expansion of-fire fighting services is generally related to=the type,size and intensity of various land.uses rather.than population numbers. It is often less expensive to provide fire protection to.agricultural,single family and commercial/recreation land; more expensive for public/semi-public lands; and most expensive for commercial/retail and industrial land. The Area General Plan land use configuration will probably rause the fire protection needs of East County to increase as land use will change in intensity from agricultural use to residential and commercial use- It can be assumed that volunteer firemen will continue to serve the area but additional equipment consisting of one pumper and two tankers will be needed by the Oakley Fire 41 L - Telephone The, Pacific Telephone Company maintains five,business offices in the East County.area. There are few constraints on-the ability of the telephone company to expand its services, and no difficult-is,anticipated in serving the land use pattern designated in this Area-General Pian. Electric Power Electricity in the East County area is provided by Pacific Gas and"Electric Company (P.G. do E.). -Five'generating'plants-sited1wContra Contra Costa County at Avon, Antioch, Martinez.-Oleunn,and-Pittsburg collectively supply power,to the County. The two newest plants, Antioch and Pitt dxM provide'over 90"percent of the total output of all five plants. The Antioch and Pittsburg plants are being converted from natural gas to a.crude oil for fuel,the remaining plants continue to operate on natural- gas. Appropriate-service can be provided to all development proposed in the.Plan. Natural Gas Supply Pacific Gas and Electric Company also provides natural gas to the East Contra Costa County area. Supplies of natural gas are becoming indenting limited,and more restrictive policies are being applied io the-extension of-'service to new users. While most new development of urban districts will probably continue to be eligible to receive natural gas, low density areas and certain non-residential uses may have to rely on alternate energy sources. Flood Control Facilities The large number,of waterways and low ground elevation render many areas in the East County.subject to drainage-problems and result in the need for major flood control and storm drainage:facilities. The Contra Costa County Flood Control and dater Conservation.District is, the lead agency for constructing flood control,and drainage works in the County. They: defined the°Planning Area in four flood plain zones, and have prepared zone-plans for flood control management. The southernmost watershed and flood control zone In the County is the Marsh- Kellogg Watershed which extends from Mt.Diablo's eastern slopes to the border of the Delta region east of Byron.' Prior to recent improvements along Marsh Creek, the area suffered repeated flooding and sediment problems due"to overflow of the creek channel. The resulting standing water would remain until it 'evaporated, percolated into the gr=4 or was pumped away, damaging or destroying mops in the area. Four flood control dams and channel improvements have been constricted along Marsh Creek, Day Creek, Deer Creek and Sand Creek. They are provided by Flood Control Zones 1 and 2 and are designed to control flood waters of a 50-year flood. This level of control is acceptable for agricultural needs and meets the standards of the Contra Costa County Flood Control Department. The future adequacy of existing flood control measures is not related to papulation levels,.but instead to the amount of developed land impervious to water peroration. Since the southern half of East County is not designated for higher density development, there will not be major demand for future expansion of flood control facilities in the Mt.Diablo-Byron region of the 40 _ .AV 1%3 irrigation. The plant is planned for a capacity of 2,900 persons, but ultimate • capacity could potentially be expanded-to.. the :equivalent-of: 6,300 persons. Although these fa`ilities-rill be built to serve existing 'development in the District, the plant is capable of being expanded` to,;accept sewage,also:from planned new development. County Sanitation District 19 This District was organized in 1968 to serve the Discovery Bay development in the Byron Tract area. Constructionof the system,Including treatment facilities, was finished in 1972. The system presently 'has capacity,.for -a' population equivalent of 3,700 persons. 'Plans call for expansion of the,plant to service the future development of Discovery Bay. Oakley Sanitary District This system provides service to approximately 2,300 persons in the area east of Antioch. Current treatment consists of a'septic tank and:stabilization ponds; effluent .is. discharged into Big-Break.. Plans "were' made"in 1970, for a southwesterly expansion of the District,which would incorporate much'6f Oakley and lands to the south. In 1974 the Central Valley Regional Water Quality Control Board issued an,order providing construction 'plans for an,adequate treatment plant to be completed-in 1977. The East/Central Contra Costa County Waste Water Management Program calls for consiiuctiai of'A new treatment plant in Oakley,with an ultimate design capacity able to serve a population of up • to 6,000 persons with recent improvements. The policies of the Area General Pian provide for an East County population of 25,000 persons by 1990. If the Bethel Island plant is built, the excess demand of 7,700 persons would have to be serviced by septic tanks or.through expansion of the existing sewer treatment facilities. Restrictions for single family housing on-septic tanks will require that residential growth serviced by septic tanks must consist of low:density lots with a minimum size of one acre where water services-are available. Solid Waste Disposal Facilities The East County area is served by two private solid waste disposal service- companies. ervicecompanies. Both dispose of'solld waste at"the Pittsburg dumpsite. This.'Iand,f!U operation consists of 25 acres and'`will;be filled between 3 to.5 years. Alternate disposal sites have not been`selected, though there is a'possibility.that the old Antioch site, which is presently inoperable, may be reopened for limited use. The County's Solid Waste Management Plan contemplates Countywide collection of solid waste for disposal at a facility of the Central Contra Costa Sanitary District,which would also serve East County. Semi-Public Facilities Telephone, electric power, and natural gas supplies are provided in East County • by private companies upon consumer request 39 1 2 East Contra Costa Coun Irr' .tion District.,The East Contra, Costa County Irrigation District, formedin 190, services.: ,000 acres of_agiricultural lands.in the Brentwood area. .The district diverts 37,000:acrd.feet a;year-from Indian Slough in the Delta. In addition,it maintains wells which produces 2,300 acre feet a year for irrigation and 2,500 acre feet for water table control. Bryon-Bethany Irr' ation District. The Byron-Bethany Irrigation District,formed in 1919, serves 17,=-acres of agricultural lands in Contra Costa, Alameda and San Joaquin Counties. A 10,500 acre portion of the district,service area lies in Contra Costa. The District diverts 39,300 acre Rita' year from the,Delta slough region,of which 22,000 are supplied to lands in Contra Costa County. A drainage system returns spent water to the Delta at Indian Slough. Sanitary Sewer Facilities Five sanitary .sewer.,districts in the East..County-(Brentwood,;Byron,, County District#15, 'County District#19,,and. Oakley,.Sanitation,-,Districts) presently operate four plants and..serve 7,690=persona. Only.the-Oakley.and,Brentwood districts serve sizeable popWations. >. Future,available plant capacity in the Planning Area,varies with construction of the Bethel Island plant. Without this plant, total, area.sewerage capacity: is 14,300 persons, whereas with the Bethel island plant.total;sewerage capacity could range from 20,000 to 23,400 person's► Much of the capacity of;.the Bethel • Island plant will be utilized to,serve existing.development on the island and south of Dutch Slough. City of Brentwood The Brentwood Sanitary District, formed in.1960,,was taken over by the City,of Brentwood in 1966. The present system serves 3,660 persons and consists of trickling filters.and.ponds with effluent b ,discim"ed,for, irrigation. .The system capacity is approximately300 7, persons..., The,Citys.tieatmentplant-was enlarged and improved in 1971, and currently meets:Regional .:Water- Quality Control Board requirements. Byron Sanitary District This district serves. the small unincorporated town of Byron located in the southeastern portion of the County. .The treatment system consists of a septic tank and percolation field and has a capacity for a population equivalent of 1,400 persons. County Sanitation District 15 County Sanitation District 15 was formed in 1%7 to serve the recreational areas of Bethel Island and Sand Mound Slough. No system presently exists,however,a plan calls for the construction of a 6 inch force main and treatmentfacillty with a capacity of 100,000 gallons. Treated effluent will be disposed of by sprinkler Y ^ 33 gib .$ Oakley County Water District. At present, the Oakley County Water District services the Oakley residential area and the industrial area north of Oakley. Approximately 6,000,-% are served by_the district,.of-which-,600,acres are under water in Big Break. The present population of the:district is approximately 2,600; there are 800 connections, with over 73 percent of the total yearly water demand supplied to one Industry.(E.L DuPont).. Source of:water forlhe District treatment plant is,the Contra Costa Canal.,.The plant capacity:is 4.3 million gallons per day(MGD),and total treated water storage is 480,000 gallons. The facility operates with excess capacity and could servean additional I1,800 persons. If heavy industrial water demand.stays at; present levels, and light industrial demand increases only slightly and is thus comparable to residential demand, the future increase in water demand pursuant to the Area General Plan would not be large enough to require a new facility in the Oakley County Water District. _._..... ._. _. Ciof Brentwood..Although the City of.Brentwood;was incorporated in 1948,it Md not supply its own:water,until 1966 when,it_purchased.Contra Costa.Water District#I. Today,.the population .of Brentwood..number:.over:3,700 and the service area is approximately 1,190 acres. Users must be located within.the.city limits or must be annexed to the city. Applicants for water service must agree to pay all off-site and on-site improvements costs for water facilities. Brentwood is the only municipal districtin the County which;relies solely upon wells for-its water supply. Water is draw,n from three wens,ranging.between 30 • and 200 feet in depth, and is-used wi*.ma additional treatment. The system has an available water storage'oi 130,00 gallons. Other Suppliers Twenty-four small_water companies with over 800 connections supply to the Byron-Knightsen.plain,and Bethel Wand area. The remaining demand is supplied by individual wells,and it is expected that futute;low,density residential growth will also be serviced by private wells. Wells are an unreliable source of water in many,parts of East County, since-the,ground:water table fluctuates and lowers in dry years. When,development:occurs,in areas such as Bethel Island,a public water,supply will be required to allow,for,connections as required by the development criteria for residential use described by this Plan:: Untreated Water Supply Three agencies in the Planning Area deliver.rani water,for irrigation and other uses: the Contra Costa County Water District, the East Contra Costa Irrigation District and the Byron-Bethany Irrigation District. Contra Costa County Water District The Contra Costa County Water District was formed in 19 to contract with the Bureau of Reclamation for the purchase and distribution of water from the Contra Costa Canal unit of the Central Valley Project The District acts primarily as a wholesaler in the Planning Area, leaving local distribution to its customers and to its own Treated Water Division. Customers in the Planning Area include the Oakley County Water District and agricultural water users The district contains a large portion of the Planning • Area and could develop a surface water supply for additional lands . Marinas Thirty marinas or harbors exist in the Planning Area, all privatelyowned. They vary in size, services and facilities some moor less than 20 boats and offer.few services, while other moor over 300 boats and offer a`wide range of services and facilities including boat repair:Icamping'and picnic sites,'air strips,`laundromats, grocery stores,boat rentals, restaurants, etc. The quality of-the marinas varies, many offer facilities~in:good.repair, protection from.high words, deep, wide channels for ease of access, competent service news, eta, have very, few vacancies and often have waiting'lists. The Plan,`assumes development''of additional marina facilities along the=recreation waterwayrin response wo.market demand. Historic Sites The major historic site in East County is the John Marsh Home on Marsh Creek Road. The County owns the home site-which covers more than 7,acres,4t-was purchased purchased by the Cowell foundation and subsequently-deeded m...the:County`in 1960. The site -is -on-the National- Historic Register -arid-"`is of historic signUicance. HEALTH SERVICES AND FACILITIES The nearest hospital facilities serving-the Planning-Area are Delta-Memorial (a • 53 bed private hospital in Antioch)and"Pittsburg Community(413 bed hospital in Pittsburg). The Brentwood Health'Center a semi-public Health facility is also located in the Planning Area. This clinic facility provides`medical, psychiatric, pediatric and prenatal care services. The clinic is staffed by County personnel and doctors as well as a doctor from the`National Health`Service.--The County Health Department provides periodic-clinics, public health*nursing services'and sanitation services to the area. Private medical resources are limited in the Planning Area. It is serviced by three physicians, three dentists and one optometrist. Two private rest:homes, Lone Tree Rest Haven (50 beds) and A and R Rest Home(12,beds)ti are'.Iodated within the Planning Area. The small and scattered existing population of the East County'area does not warrant a hospital facility of its own,according to the hospital standards of the Bay Area Comprehensive Health Planning'CouncIL' These standards`state that a remote low density area"warrants one XW)ed facility and that a health'facility planning area with a 30,000 to 70,004 papulation warrants a 754tied facility. UTILITIES AND FLOOD CONTROL FACILITIES Water Facilities Treated Water Supply The City of Brentwood Water District and the Oakley County Water District am the two major supp==ers of treated water in the Fast County area. The remainder of the area is served by private wells. T 33 RECREATION FACII.iTIES Parks Two large State operated recreation area are located at the.north and south extremes of the Planning Area. Frank's Tract:State Park, located in the northerly portion,covers an area of:3,310_acres--mostly,open water..The park is maintained:for water-oriented recreational activities such as fishing and boating. Clifton Court Forebay,developed jointly by the Department of.rater Resources and Department of Fish and Game,is located in the southeastern portion of the Planning Area. While_not,a.park,in the:true:sense,-the Forebay covers 2,200 acres of crater and 3, miles of shoreline,and is used for bank..fishing:.and water fowl hunting. Approximately 100 acres of adjacent dry,landare also available for the development of facilities. A short distance outside the Planning Area are located three major parks—Mt. Diablo State .Park (under,the jurisdictlon:of'the-state Parks and Recreation Department), and Contra.Loma Regional Park and.Coal Mines Regional Park (under the jurisdiction of the East Bay Regional Parks District). Only three local park facilities,exist-in.the,entire_Planning Area... These are Brentwood Park(a neighborhood park of 4,acrW,,a..tot,lot an.Curtis.Drive,'also in Brentwood,and a 3 acre park developed on,part:of the Onldey School grounds. • Recreational _features include .playgrounds, ,playfWds :and :picnic facilities: Neighborhood Parks, playgrounds and tot lots should be.provided in the Planned Communities when urban density development is undertaken on the basis of full utility services. Two proposed wildlife areas in East County are designated by-the:Resources Agency of California. One is a wildlife management area located at Big Break and the other a wildlife and scenic area in the vicinity of Old River near:Holland Tract and Quimby Island. Both areas will serve as,wildlife�refuges and low use- intensity recreation areas. Sport Fishing The waters of the Sacramento-San Joaquin Delta support rich and important fishery resources. Fishery studies usually relate to the entire Delta, not to. specific counties. Although.,the Planning Area,encompasses. only about 10, percent of the Delta Region, the recreational and fisheries value of 1 the-Planning. Area is enhanced by the presence of three large bodies of water; Big Break, Frank's Tract and Clifton Court Forebay Commercial fishing in the Delta has been closed since 1953 due to conflicts with sports fishing. However, the king-salmon which migrate through the Delta from upstream spawning grounds account for approximately eighty percent of the State's eight million pound commercial marine salmon catch. Other sports fish in the Delta are the American shad (an introduced species), and white sturgeon. • Delta resident game fish are striped bass, white catfish, brown bullheads, black crappies,blue gill and largemouth bass n� �Q EDUCATIONAL FACILITIES Schools The East Contra Costa area is served:by four elementary school'-districts: the Brentwood, Byron,Knightsen and_Oakley-School Districts. The.Liberty Union High School District, with a high school in Brentwood and La Paloma Continua- tion High.School located on.-Lone-Tree'Way,i serve the'total Planning Area. Existing schools are Brentwood Elementary, Edna Hill Elementary and Garin Elementary,all in Brentwood; Byron Elementary in Byron; Knightsen Elementary in Knightsen;and Gehringer Elementary and Oakley Middle Schools in Oakley. Total school enrollment in the Planning Area-increased from 3,260 in:1962 to 4,250 students in 1975. Every school, with-the exception L of,Liberty-High School and Garin School,is presently operating below its design capacity. Percentage of space utilization ranges from a low of 76 percent aftheOakley'School to a high of 103 percent at the Garin School. Planned growth pursuant:to the Area General Planwill increase"the number of school age children'in the;area by--an`estimated 7,000'to.a total enrollment-of 11,250 by 1990. This increase%iill require,the'constriictioet of nevii facilities ao provide additional student capacity. In addition, portions or all of some East County Schools will need replacement by the'end of this Planning Period.' Within the Brentwood Union School District all but,two classrooms=ofBrentirood School • and two-thirds of:Edna Hill:Elementary:will need''to v be 'replaced.- The Byron Elementary School will need replacement.or renovation before="than time'as a result of a projected sharp` enrollmerit'increase caused by:development 'at Discovery Bay. The Knightsen Elementary School,' at most; will require replacement of its main building. Barring major school expansion,"the Oakley Elementary School will require replacement by 1990, as will two-thirds of the facility at Liberty Union High School' The nearest institution of higher-learning is'Los Medanos Community College,a two-year college located in the City-of Pittsburg. Libraries East County is served by three libraries located in Brentwood, Byron and Oakley and operated by the Contra Costa County Library Systeri. On the basis of population related standards of the American Library "Association, the present library facility in Brentwood is i W%*ate-to serve existing demand.' However, all libraries benefit from special County library services, Including'a'central book depository, reference system and bookmobile service, so that the service level delivered is higher than statistics indicate. The County Library System considers that present facilities are inadequate to serve future growth of the Planning Area. New branch facility construction is contigent upon future policy decisions. One additional branch library facility may be required to serve a population of 20,000 if existing supplementary library . services are continued. }.y 33 O1i Community FacilitiesAA- *13 `• U . ctiar.r ad 1w. ANi _ `-x000d + I�r.awAMr.- . LEGEND ,w • Grammar sdwolx ■ High school . O Libraries ❑ Fire Houses 1 ♦ Boys Ranch o15S COMMUNITY FACILITIES ELEMENT All development, be it rural or urban in character, requires a number of supporting facilities and,services. These facilities and services range from schools, recreation, fire and police protection to various types of water supply and sewage disposal, roads and flood protection. The type and level of facilities and services varies both by area and density of development; farms located on 100 acre parcels will require a different size of roads and pavement than a residential development with parcels of 10,000 square feet each;septic tanks can serve acreage,but not a.house in a small-lot subdivision. Community facilities in the context of this Plan, thus;include the-variety of facilities which are needed in relation to the kind.and amount of development in the area. These services and facilities may be supplied by a public or semi-public agency. Every community must_have a water supply, a means of disposing of sewage, schools, utilities and other community facilities. Each of these facilities has an ultimate design capacity which limits"its service capability. As an area experiences urban growth ,the demand for.-facilities.'increases, and, existing facilities become outmodedor do..not have an adequate capacity to meet the demand. This element establishes the need for facilities to serve the land use and circulation patterns outlined in the Area General-Plan. • Services provided by public entities are analyzed in this Plan since they are directly related to the'functions of`Iocal:-government, white the facilities and services provided by non-profit or other-'agencies are expected to be supplied as the need arises. Many of the facilites`in.the Planning Area are utilized at or beyond their design capacities, and will require expansion to meet the needs of the future development provided-for in this Plan. Multiple purpose use of facilities is suggested to the maximum extent feasible, since it provides for more efficient;uwof tax revenues and avoids duplication of effort by.a-variety. of-agencies. Schools, park and recreation facilities are most frequently designed for multiple use, though this principle applies also to recreation trail development and other public works such as drainageways,utility rights-of-way,commercial areas,scenic areas'and historic landmarks. The Area General Plan projects'the demand for the following facilities based on ; population increases inherent in the Plan policies for the Planning Area: Educational Facilities Recreation Facilities Health Services and Facilities Utilities and Flood Control Facilities Protection Services and Facilities , ,• . 32 1JQ OPEN SPACE AND CONSERVATION ELEMENT The legislation requiring an Open Space Element of the General Plan defines open space as any parcel of essentially unimproved land or water area used.for the preservation and production of natural resources,I outdoor recreation.and public health and safety. The East County Area General Plan Open Space/Conservation Element identifies the following categories of open space: Recreation Yater Areas Together the above Open SpacelConser`vati.on categories contain-approximately 5,660 awes of land and water area in the Planning;area. RECREATION This designation on the Land Use Map includes Frank's Tract State Park and Byron Hot Springs. The John Marsh Home is designated as a "Public and Semi Public" use, but has the potential of becoming a.full-fledged park. The publicly owned parka, recreation areas, public.,utility rights-0fway', :and managed watershed lands are defined as permanent open space. WATER AREAS Much of the P Area is of the San J • canning part Joaquin and. River Delta and as a result is laced with a variety of waterways including sloughs, rivers and cakes. Much of the water area is contained in Frank's Tract(a flooded island), Clifton Court Forebay (a man-made holding facility) and Marsh Creek Reservoir. In addition, there exist numerous sloughs connecting the San Joaquin and Old Rivers with the larger bodies of water and with each other. The waterways open for public use and not in private ownership are defined as permanent open space. 011%5� � 31 • An East County Transit program-has been-established through a"joint powers agreement between the County. and ,the,.Cities of Antioch, Brentwood and Pittsburg. This program is ,operated by: the, Eastern Contra Costa Transit Authority which contracts with AC..Transit. (Alameda Contra, Costa ,Transit District) for limited bus service within the City of Brentwood as.well as to,link the Brentwood area with the Antioch area and westerly as far as Nest Pittsburg. The Fast County transit,program is also.integrated with the present,BART,bus service in East County by providing feeder bus service,to BART express buses. The County has applied for a Rural Demonstration Grant to fund a.two year demonstration program which could result in more comprehensive.transit service within the Planning Area tamthat planned in the East County transit program. This service will link the Bethel Island,Knightsen, Brentwood,,Byron and,Oakley areas with the Antioch area and will be'particularly.aimed-at providing,transit service to the elderly,handicapped and minority groups for shopping and medical trips. If successful, this service could eventually be absorbed by the Eastern County Transit Authority. RAIL TRAFFIC Two railroad lines serve the East.County area;,the Santa Fe (ATSF) through Oakley and Knightsen, and the Southern Pacific (SP) through Brentwood and Byron. Passenger service is not provided to the Planning Area. No change in the status of rail traffic is provided in the Plan. _ In addition to carrying agricultural products from East County to market, the railroad rights-of-way provide the potential for'recreation trail routes. g 01:153 � '1 d 30 East County Circulation Plan to 1990 �� MA�11lllCrtlwAY , ARTERIAL PROPOSMARIMRIUa s1� MW4 Lmww ad "M rim mr Cc JUL 1 sa.Iiwy 4 C*W i..Drra t 0 20.000' 1 Q' -p o�. z Although the State has no formal plans for new major highways in East County, highway corridors are noted by the State along Vasco Road and Byron Highway and for a possible Highway 4 relocation. Arterials The arterial system connects major traffic generators within communities with each other by carrying traffic from collector,streets to major highways and freeways. Arterials--form a through traffic network.carrying intermediate durance trips and shouldrbe_designed to accommodate_moderate speeds.-Traffic i volumes on arterials.generally range from 17,000 to.22,000 trips per,day. " Arterials in the Planning Area are shown on the:Circulation Element Map.: The 1 ty i y oar exist n`'roads in•the Planning-Area.' The routes shown but not resentl dev._" majority of arternals. wn f , doped.are: the extension,of Byron Highway to connect to Bethel Island Road, the extension of'Laurel!Road from;Empire Road to Hillcrest Avenue, ' -the, of Eden- P 'Road'to Highway 4, the extension of O'Hara Avenue.to the„SP-R,right-of-way.and the extension of Sarui Hill Road from Highway 4 to the SPRR right-of-way. Collectors Collector streets serve internal traffic movements in the Planning Area and • serve to collect traffic and carry it to arterials, and;.to shopping centers, schools and other traffic generators.. Collectors generally carry between'9,000 and 12,000 trips per day. Except for arterials and manor streets, nearly all the remaining existing County roads in East County function,,,as,collectors and also constitute the future collector network. No new collectors are provided for by this Plan. Minor Streets Minor meets provide access to individual parcels of land and other elements in the road network and thus serve only local traffic. The demand-for minor streets usuallycoincides with new development, and they are usually provided by developers in conformance to the County Subdivision Ordinance. PUBLIC TRANSPORTATION Existing public transportation in the Planning Area is provided primarily through five daily inbound and outbound trips by BART[) buses.terminating at Brentwood, and two daily scheduled Greyhound Bus Lines trips through the area. Special van service to hospital patients and handicapped is also provided by private or non- profit groups. The provision of transit to the East County is considered highly desirable. A number of studies have analyzed transit needs, potential service by bus and van systems,apd potential routing. The extension of BARTD rail service to the area is not deemed feasible during the Planning Period. I CIRCULATION ELEMENT • The Circulation Element of the Area General Plan designates a transportation system to provide for the efficient movement of people and goods throughout the Planning Area and provide East County with links to the surrounding region. ROAD SYSTEM The existing road system in East County consists primarily of-County-roads laid.: out in a typical grid system oriented north-south and east-west along section lines. The basic road pattern was established in the early 1931ft to serve the agricultural needs of the area and has changed little since then. The Area General Platt calls for few major additions to the roadway system. The majority of new roads and road improvements"will be provided through the development process by frontage and off-site improvement requirements. Freeways Freeways are high-speed limited access traffic arterials designed to;facilitate the movement of large traffic volumes(40,000 and,more:trips per,day),between regions and to provide connections for major development centers to a regional circulation facility. Consideration was given to the establishment of a Freewayalignment-to connect • San Joaquin County with existing Freeway Route 4, near.the Antioch Bridge However, state highway financing policies indicate that funds for such a facility will not be available for a time period exceeding the Planning Period, and the retention of a large-parcel development pattern in,all but a few areas of East County renders it unnecessary to protect any alternative route alignments. A freeway is,therefore,not designated in this Plan. Maior Highways The function of a major highway is to expedite movement between relatively distant points of a community or region. These facilities generally have no access control but provide for through traffic and large volumes of vehicular traffic(20,000 trips per day and more). A major east-west route through the Planning Area is currently provided by State Route 4. In addition to carrying local traffic, Highway 4 is the major facility linking East County communities with Stockton,central and west County and the greater San Francisco Bay Area. The Plan recognizes that growth in the Planning Area and through-traffic will not require new major highways. Instead the Plan provides for straightening existing Highway 4 in Oakley and for road widening and improvement. Further, since Highway 4 creates both a noise and traffic problem where it traverses the communities of Brentwood and Oakley, it is recommended that alternate routes in or around these communities be studied. 28 01:750 • PUBLIC/SEMI-PUBLIC Public and Semi-public uses include major publicly owned lands and facilities,and those owned by semi-publicagencies.:, Public/Semi-Public areas outside the Planned Communities includes Deet Credo and Dry Creek ;water retention basins, Marsh Creek Reservoir and]ohn Marsh Home, Byron Boys Ranch and the Byron Sewage Treatment facility. HOUSING ELEMENT In 1970, the Planning Area population of 13,900 was.housed in.4,900 dwelling units with an average size of 2.9 persons per household.. of the total housing units, approximately 80 percent were single family dwelling units, 9.S percent multiple family units,and the remaining 10.5 percent mobile homes. In 1975 the Planning Area population of 15,200 was housed in 5,900 dwelling unitswith an average household size of 2.57 persons.- Approximately 76 percent of the total housing units were single family dwelling units, 10.9 percent multiple family units,and the remaining 13.3 percent mobile homes and group quarters.__ Approximately-65 percent of the dwelling units are owner-occupied. "The 33 percent In renter occupied units are mostly in,single family- residences and mobile homes. The data indicate a slight shift in the housing mix from,single,family homes to . multiple family units and mobile homes, a`shift which most-M ely is related to 'housing costs and the limited incmes'of the increasingly aging population of the Planning Area. It is expected that housing needs of East County residents will be,met,partially through programs developed for all of the County pursuant to the Housing Element of the General Plan, though additional programs applicable mainly to rural areas (such as mortgage assistance of the Farmer's Home Administration) will also be utilized. • 91: 49 rt INDUSTRY Land currently in_Industrial use is limited-to less.than 600.acres,.approximately 0.5 percent of the total land area in East County. .NHeavy" 6dustry.(104 acres),. includes a wide range of Industrial and'manufacturing uses,some of which could provide substantial amounts of traffic,noise and fumes.,;;The only.existing:use of this type is the E L DuPont plant near Bridgehead Itoad;'.the majority,,of-the existing industry in the Planning Area is of the "II=ht'! industry. type. "Light" industry (137 acres) is characterized byhigh performance characteristics, including low levels of noise and funxs,'loer land coverage and moderate traffic generation. Uses include manufacturing, wholesaling and storage among others. An additional 350 aces are devoted to mineral eitraction-an agricultural lands. The Plan provides approximately 550 acres of land for.heavy industry in the northwest corner of the Planning Area. This area reflects the existing DuPont plant, provides for expansion of the Industrial community,'`and is a logical extension of the Antioch-Pittsburg industrial complex to the west of the Planning Area. Light industrial areas are designated in.the Planned Communities(approximately 90 acres) to provide local employment opportunitier.;and pronate the-expansion of the economic base of the community. Existing-.light industry outside the designated areas will be retained but may not be expanded. , } 26 • Historic Sites In addition to the Joan Marsh Home, other sites in East County are also worthy of consideration for preservation. If-and when.funds become,available, these j sites should be considered for protectlon and restoration. Babbe's Landin&-Sellers Road Preston House,near Byron Geddes House,near.Brentwood Iron House School,Cypress Avenue and Sellers Road McCabe House,Brentwood,Road Byron Hot Springs Hotel,near Byron Vasco Caves,near Byron Byers House,Bye Murphy and Wallace Homes,•Srentwood Darby House Site,near Brentwood Hoffman House,Byron Coats Hall,Brentwood Parrish House of Methodist Church,Byron Point of Timber Landing,Indian Slough Point of Timber:Trading.Center,.Point of Timber Road and Highway 4 Byron.Grange Hall,Byron Byron IOOF Hall,Byron • Liberty Grammar School,near Brentwood Riding and Hiking Trails and Bicycle Paths Currently no trails or paths exist in the Planning Area. Future trails and paths should be integrated with the Countywide Recreation Element to provide for a system of recreation trails and paths within the County. Trail routes are shown in the County Interim Hiking and Riding Trail and Bicycle Path plans,except that in essentially level East County Areas hiking trails and riding trails should be located jointly. Trails will generally connect Oakley with Bethel Island, Brentwood, and the Marsh Credo Reservoir. Highway 4 will serve as a connection to San Joaquin County. Bay Regional Park District in cooperation with the US. Corps of Engineers is considering the possibility of developing the Big Break area as a regional park. Big Break has been identified as suitable for, development. as, a "Wildlife Management Arra". Local Parks The Area General Pian recommends that'local.neighborhood and.community parks within the Planned,and Recreation'communities',be,provided as.:they develop. The County Park and Recreation Element"of the General Plan provides a standard of four park acres per 1,000 papulation... Wherever_possible,,school sites should be used to augment the park and recreation-deeds of'thecommunity. Existing local park lands in the Planning Area include the Brentwood Park (a acres)and a tot lot facility(7,000 square feet),in the City,of Brentwood;,and a 3 acre park located on part of the Oakley School grounds in Oakley. An analysis of existing park facilities,' applying:.County Iacreage-_standards, indicates a deficiency of 93 aces in the Plamu>a'Area based on a projected 1990 population of 25,000 persons.. A formal medwilsm to ide local is - , prov' Park fauhties to communities I on an area wide basis does not now exist, since no County packs'and recreation,departments exist and the Planning.Area does not He within;the.East Bay Regional Park District. Portions of the Planning,Area are serviced by,odw means:., - The Brentwood Parks and Recreation District provides local park facilities and services in the Brentwood area, - County Service Area 'LIB-l1,,' originally,. established to `provide. library services,will maintain the joint seboal-park facility at the OaWey.Scbool in can ionwith the Oakley-Elemen !amu eyY Sctwoi District. - The Bethel Island Municlpai Improvement"District,..otiginally established to, provide levee maintenance and drainage.facilities, may assume park and recreation service responsibilities Major Parks The Area General Plan designates the john Marsh-Home, the surrounding area and Marsh Creek Reservoir,as public and semi-public use. This facility is also a potential park facility. The County presently owns the home site w" covers over 7 acres. The historic home and reservoir could provide a settir for a subregional park facility, serving not only people from the Planning Area, but also from the Central County. The Plan recognizes the potential for private recreational development at Byron Hot Springs and designates this area for recreational use. 24 RECREATION A major objective of the Area General Plan is the preservation_ . of natural recreational resources in the Planning Area. These resources are indicated on the Plan Map as recreational land, and once utilized for other uses can not.be replaced. Most of this land has important environmental, ecological, historic, and other chacteristics from which it derives,its recreational potential. ,It is the intent of this Plan that these recreational areas be utilized by public.or private recreationally-oriented developments or be preserved for future'recre'ational use. Maior Parks/Recreation Areas State Facilities A variety of state agencies exert influence over the Delta area.and, therefore also on a portion of the East County Planning Area. Those agencies primarily concerned with recreation are the Department of Fish and Game.and the Department of Paries and Recreation, Frank's Tract State Park Recreation Area. This area is basically a 3,310 acre lake surrounded by perimeter levee remnants, which form.along line of slender islands. The park is maintained primarily for water-oriented recreation activities. Park-type accommodations and public boat launching.facilities do not exist within the Recreation Area itself... Yater access'to.the Tract is provided • through private marinas and launching facillties.on Bethel Island and on adjacent sloughs. The nearest public boat launching ramp is located in Antioch., The Plan reflects a state program of parkland development'in_the Frank's Tract Recreation Area. The state_has assigned high priority.,to the acquisition and development of an intensive park facility which would include camping, picnicking,and boat-launching areas`to relieve"demands on Brannan.Island State Park and to satisfy current demands at frank's Tract."A site on the north shore of Bethel Island is deemed most.appropriate for such a facility, since highway access is available and Bethel Wand is already partly developed for recreation uses. Clifton Court Foreba . The Forebay, a water supply reservoir for the State Water Project to ;ping Plant,consists of 2,200 acres of water surface and eight miles of shoreline. The Forebay is now,used forbank fishing and waterfowl hunting,and present recreation faciliites include auto parking, a boat launching ramp and portable sanitation facilites. 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Y � :moi• .�'� .l:r::w �"• CD* _J _J N tt l•f f•rr.! Q23•AlQb3N .^• r U- J N J Gi • uj .wr.. '.w..r. J J W J •::i::: •moi •fin -i • IA CD boat harbor complexes. The perimeter and a large portion of the south"and southeasterly part of the island, as well as lands along the'southerly bank of Dutch Slough and along Sa W,Mound Boulevard are shown as Seigle Family Residential-High Density uses,and also include small existing boating facilities. The condominium complex on Sand"Mound,Slough and an areaat the eastern end of Gateway Boulevard are designated fae Multiple Family - Low Density.-uses. The central portion .of'the Island'.u designated:.for Agricultur&Residential. Holding capacity is estimated at 6,400,and 1990 papulation at 2,900. - + 01- 17 22 Residential (high and medium density) land use and provides substantial areas • where new residential development could occur: -Existing residential develop- ment east of the Knightsen Elementary School is also shown. The commercial land uses are concentrated on the southerly side of Knightsen Avenue, between First Street and Delta Road, sufficient in size to serve not only Knightsen but the surrounding agricultural area. Light Industry is outlined for the area fronting on the northerly side of Knightsen Avenue along the ATSF Railroad tracks. The Knightsen Elementary Schoolf located in,the easterly portion of the community, comprises the Public/Semi-Public land use category. Holding capacity is estimated at 250,and the 1990 population at approximately 160. Byron Byron is centered along the' Southern' Pacific Railroad right-of-way in the southerly portion of the Planning Area. Multiple Family Residential, Commer- cial and Light Industry uses are clustered in the central part of the community, and also extend northerly along the Byron Highway. The Single Family Residential uses, both high and medium density,are designated around the more intensive land uses discussed above. The Byron Elementary School and the Byron Fire Station, located in the north and south parts of the community,respectively, comprise the Public/Semi-Public land use category. The land use proposals in the Byron area provide for a holding capacity of up to 1,500 persons with a 1990 population of approximately 600 persons. Discovery Bay • Discovery Bay is a water oriented residential community located in the easterly portion of the Planning Area near the San Joaquin County line.' At full development, Discovery Bay could grow from its present population of 90 to approximately 12,000 persons Development will be comprised primarily of single family homes, with some multiple family residential and commercial- recreation development around man-made lagoons and water channels. The community will also contain limited commercial development in its center and commercial and office development at its southerly edge along Highway 4. Recreational facilities will include a golf course, neighborhood parks and commercial marina. RECREATION COMMUNITY The area indicated as Recreation Community is planned to accommodate uses which are primarily oriented to a recreational opportunity, including certain related residential and commercial uses. The Area General Plan designates the community of Bethel Island and an area along Sand Mound and Dutch Sloughs for this type of recreation oriented use. Bethel Wand/Sand Mound Slough Five land use designations are applied in the Bethel Island Area. The existing commercial uses located along Bethel Island Road at the entrance to the island are designated in the commercial land use category,as are the major marina and §: 21 * , S ... •arc • in this area will fill-in vacant lands already served by roads and utilities,and will take place at development densities in keeping with the character of the area. In the Oakley area new development is ,encouraged to.take place within the Oakley County Water District and.Oakley Sanitary District boundaries,basically north of the Contra Costa Canal, as an,infilling process and in a contiguous fashion where water and server mains can be.efficiently extended. The area designated for Single Family Residential Low Density uses, south of Laurel Road,should be considered as interim agriculture since viable agricultural units exist here and the area is not needed to accommodate growth to 1990. This interim agriculture status should be reviewed periodically. This portion of the Planned Community should be considered for urban development (subdivision) only when all of the following criteria are met- - The contiguous Planned Community area is largely.developed;,i.e., most of the area in Oakley north of Laurel Road is built out at the residential densities assigned by the General Plan. Adequate utility capacity is available and service lines.or trunks are in proximity to area. Costs of providing the development with public services, including street improvements,are fully assumed by the developer. Commercial land use is indicated along Highway 4 between Neroly Road and Live Oak Road; at Highway 4 and Empire Avenue; along .Highway 4 through the present business district of Oakley;at the intersection of Highway 4.and Cypress Road; and along Highway 4, extending,both north and south,of,Lone Tree Way. Multiple Family Residential uses are located.west of Highway.4 north of Empire Avenue, along.the south side of Highway 4.-easterly from,Empire Avenue,:and between Old Highway 4 and its relocation in the Oakley.area. The Light Industrial land use is shown along the ATSF Railroad.,tracks from just north of Main Street to the Contra Costa Canal in Oakley. Public/Semi-Public land uses include the Oakley and Gehringer schools; the,Oakley Sewage Treatment Plan; and the Brentwood city sewage treatment plant located along Marsh Creek Channel east of Highway 4. The remainder of the Planned Community; is indicated for Single Family Residential use at high and low densities. The adopted General Plan of the City of Brentwood is shown for both the areas within the city limits and is reflected in the densities in the established Sphere of Influence of the city. The holding capacity of this Planned Community is estimated at approximately 30,000 persons,if appropriate public facilities can be provided, though the population is estimated at 14,600 in 1990. Knightsen The community of Knightsen is generally located at the intersection of Knightsen Avenue and Delta Road, northeasterly of the City of Brentwood. The land use • element of the Plan generally reflects existing development in the community. The westerly portion of the community is designated for Single Family minimum lot size of approximately one-third acre. Typical cues include • professional offices for the practice of law, architecture, dentistry, medicine, engineering, and accounting; business offices for insurance and reap estate; administrative,executive,and editorial offices. Light Industry Light industrial uses provide for local employment opportunities and the expansion of the ecorwmic base of the community. The Plan provides areas designated for light industry in the communities of Oakley, Knightsen, and Byron. These area are located to take advantage of railroad sidings and major transportation routes to facilitate shopping and receiving of goods. Initially, industries will be of a type which will enhance and support the agricultural community. Later expansion should include more broadly based light industrial complexes providing greater opportunity for a variety of jobs within the Planning Area. The General Plan of the City of Brentwood also provides for light industrial use along the Southern Pacific right-of-way through town. Commercial Recreation Commercial recreation uses are delineated in the Discovery Bay community. • ' The area outlined denotes commercial uses oriented around the golf course and marina. These include a clubhouse, restaurant, harbormaster's office, launching ramps and driving range. Public/Semi-Public The Public/Semi-Public category reflects the major publicly and semi-publicly owned lands and facilities such as schools, County offices, utilities, etc.' The Plan acknowledges the general compatibility of these uses with other land use categories. The projected need for these facilities is discussed in the Community Facilities Element of this Plan. THE PLANNED COMMUNITIES The brief description below summarize the major land use proposals for each Planned Community. In general,the proposals reflect existing land use patterns, extended and based upon estimates of future population growth and potential demand and supply for public facilities. Oaklev-Brentwood This Planned Community is the largest in the Planning Area and extends from the Neroly-Bridgehead Roads area southeasterly through the Oakley and Sand Hill areas to link with the City of Brentwood. It is envisioned that most development !9 01,134 Low density multiple family areas are shown in Discovery Bay. The emphasis here is on convenient location, transition between residential and commercial uses, and a suburban atmosphere through landscaped areas. Duplexes and mobile home parks are included in this land use category. Multiple Family Residential-Medium Density(12-21 Units/Net Acre) This density provides for a wide range of housing types, from single story patio homes and two-story townhouses in the middle of the range, to two- story townhouse and apartment complexes at the higher end of the range. Areas in Byron and Oakley are shown for this use. Urban Density These areas are located within the City of Brentwood and reflect the designation of the existing City of Brentwood General Plan. As defined in the City's General Plan, urban density development includes some commercial and industrial development, and residential development including apartments with a density of at least 3 dwelling units per acre. Rural Density These areas are located within the City of Brentwood and reflect the designation of the existing City of Brentwood General Plan. As defined in the City's General . Plan, rural density uses are residential uses develope&in large lots(at least 34 to 1 acre in size)or clustered with most of the site left in open space,preferably in agricultural use. Commercial Currently business activity in the Planning Area is generally concentrated in Oakley, Brentwood and the Highway 4 corridor between the two communities. The remainder of the business activity is located mostly in Bethel Island, Knightsen and Byron. The Plan provides for the expansion of business activity contiguous to present commercial development,and is intended to maintain the viability of the current "downtown" of each of the communities. Since each of the commercial areas is relatively small,commercial and office uses are not delineated separately except in Discovery Bay. The Plan recognizes the need for local convenience shopping centers within the Planning Area, and the need for a limited number of these activities in residential areas should be recognized. Office Office uses are delineated separately in the Discovery Bay Planned Community. Areas provide for professional, administrative and general business offices on a 01:333 The community facilities availability criteria for parcel divisions shalt apply to • non-residential to as well as residential uses. In the case of an existing lot of substandard size where both water and septic tank are required,at least one acre of land shall be required. The application of these development criteria is directed at' providing a contiguous growth pattern, allowing residential development to take place in'an orderly manner. The criteria apply to all residential areas indicated on the Plan Map. - Single Family Residential-Low Density(1-3 Units/Net Acre) . This designation is for area generally in outlying locations, on land inconveniently located with respect to transportation and other local and regional facilities. Large lot suburban density uses are appropriate here. - Single Family Residential Medium Density(3-3 Units/Net Acre) This designation is for areas which are located``on the periphery of the downtown areas of the Knightsen and Byron communities. It allows for a transition between agricultural/residential use and high density single family uses. _m - Single Family Residential High Density(5-7 Units/Nit Acre) High density areas are on easily developed land,convenient to transportation • and shopping facilities. Also included within this category are duplexes which would generate a maximum 8-9 Units/Net Acre. This designation reflects existing small lot neighborhoods in the Planned Communities and the-perimeter of Bethel Island and'Sand Mound Slough.' Where service availability criteria and designated densities diverge, the more restrictive shall govern. On Bethel Island and Sand Mound Slough only, Single Family High Density use is construed to include boat harbors, launching facilities, and ancillary uses,after granting of a Land Use Permit. Multiple Family Residential The Plan provides for areas of multiple'family units in Oakley,.Byron and Discovery Bay. Multiple family areasare located near shopping and major traffic routes and provide for a variety of housing types and residence choices. Additional areas are designated for this use in the Recreation Community of Bethel Island,including Sand Mound Slough. Multiple family housing density ranges are set forth below, and generally range from 7 to 21 units per net acre. In addition to providing for multiple family residential units,this land use category also includes mobile home parks. Multiple Family Residential-Low Density(7-12 Units/Net Acre) t , 01032 acres), Brentwood (150 acres), Byron (100 acres) and Discovery Bay(620 acres). The remaining acreage is dispersed throughout the remainder of the Planning Area. Single family residences constitute 89 percent (2,000 acres) of the total residential land use. The next most prevalent residential use is the mobile home park at 115 acres or about S percent of the total. -Individual mobile homes occupy another 60 aces (about 3 percent), while multiple family dwellings and group quarters occupy 35 acres (2 percent) and 15 acres (less than I percent), respectively. The Plan utilizes five residential land use categories: three Single Family Residential and two Multiple Family Residential designations. Single Family Residential This land use provides for the expansion of single family homes in the Planning Area. The density and development of single family homes is related to service- availability criteria(water and sanitary sewer)as defined below: Minimum Allowable Service Availability Parcel Size No public water or water connection S acres . available. One public service(sewer or water) 1 acre connection available. Both public water and sewer connections Minimum parcel size consistent with available. the densities specified i below and drainage, health, and other. appli- cable standards. A "public water"connection shall mean a connection to any one of the following: Oakley County Water District; City of Brentwood; Contra Costa Water District, if in an improvement district; a county sanitation district which also provides community water, including County Districts 15 and 19; or any water or other district authorized to provide and providing such service. A public water connection shall not include mutual water companies, irrigation or reclamation districts. "Public sewer" connection shall mean a connection to a sewer in a sanitary or sanitation district authorized to provide and providing such including: City of Brentwood, Byron Sanitary District, Oakley Sanitary District and County Sanitation Districts 15 and 19,or other district created for that purpose. 16 East County Area General plan Planted Comm Uty RecreaLJon corLtimuniLy .>;n:_.. <;��,�.'.::•.-:•...�►'�'..--:•:r. :t,•++ Industry ?ii:;{{'r;r'•'J.•iY:}::y.: :�}.^;,'''{},:r•:{}'':Y ...,.:.:..r.r+r:•..J _.: ;i:}?;:;.•`l{h:%.•'+.nJ-'xxr r•y{J,.r ir.:v :i::p::ti}y.::{ ••r.-ry:rr "�.r�?:rY%?�' .r':w. RecreatWct ,. ?__ iia:'.:. c:3::;':;:::::•: :•:;:. .?.,: :"?:['•:':1 ::tib{C<}1::}X:i: 'r•'{:{:���+ {..:.i.rte r,.};:•:i$7ir:+: AWiculturej Core ftriculture•Recreation AgriW ltuee-Resideatia! ti=s+r �L+:2: $ + ti::,:•r::?.,;.= TRACT EM t Ser1t1»PubllC -,:k:•1,;:? Water Area lkwnclary "�:{3i,•y.�•}�,:?�i' .i,+j•'.•j :•i'.`•1's,':::• (SIG BREAK • � 1..:�••l i1:Il 1� .. LAM To" 41 CLI .Y ;l; r ✓.jam::::J �, � ; ;mss •+dry •:;;x ::;�?a':•. i �'`� +ilii• �"' '�•" OIaCrIYiMr iM. ':';` •'i:; arrgi. - Rlet BAY 01MO • PLANNED COMMUNITIES AND RECREATION COMMUNITY Achievement of the goal of preserving productive agricultural lands can only be realized if residential, commercial, and light industrial growth is directed into non-agricultural areas. Four existing communities in the Planning Area have been delineated as urban growth centers on the General Plan map, and identified as "Planned Communities". Criteria used for selection of Planned Communities are: lands now served by water and sewer facilities;lands to which such services can be logically and economically extended in the near future-, and/or soils of non-prime classification. The community of Oakley and the City of Brentwood will form the nuclei for the largest Planned Community. The small communities of Knightsen in the north central portion of the Planning Area and Byron in the southern portion will form small nodes for urban-residential development. The fourth Planned Community is Discovery Bay in the eastern section of the Planning Area, near the San 7oaquin County line. Bethel Island/Sand Mound Slough is shown as a Recreation Community denoting its appropriateness for water related recreation. The Planned Community/Recreation Community concept seeks to enhance the rural nature of the Planning Area and at the same time develop a "sense" of community and cohesion within each growth center. The Area General Plan will facilitate implementation of this concept: - Each community will retain its downtown district as the business and . commercial center, with efforts directed toward its rehabilitation and enhancement. Adequate area will be reserved for commercial expansion as the need arises. - Future urban development within these urban growth areas will be required to connect to urban utilities and facilities such as sewer and water services. This action will promote the objective of efficient, orderly and coordinated growth as characterized by the Planned Community concept. - The Area General Plan prescribes the locational pattern of each Planned Community and establishes specific objectives concerning urban development. - The Area General Plan provides for a development policy which ties urban growth to the availability of urban services. - The Area General Plan acknowledges the General Plan of the City of Brentwood and the previously approved development pattern of Discovery Bay. Residential In East County, current residential land use accounts for 2,200 acres or 1.9 percent of the total 117,500 acres in the Planning Area. Much of this use is concentrated in Bethel Island (150 acres), Oakley 000 acres), Sand Hill (250 � 0129 i=Y 15 Agriculture-Recreation • A 20 acre minimum parcel size is applied in this category. It encompasses the Delta islands and Delta lowlands which may be subject to occasional flooding. Both have potential recreational value, but will remain primarily in agricultural use during the plan period. However, if future economic conditions.or urban pressures cause a change in the use of these lands, future recreational uses should not conflict with the predominant agricultural uses. Recreational development should be limited to areas'where'compatible with agricultural,uses, and full protection from a 100-year fl000d and urban.levels of services may not be provided in the foreseeable future in these areas. Approximately 31,387 acres (27 percent of the Planning Area)are designated for' W use. Docks and marinas permitted by-the implementing zoning district shall be considered for approval in certain areas based on the following criteria: - Where projects can be clustered and located adjacent to similar uses. - Along waterways at least 3 feet Mean Lower Low Water and of an adequate channel width as defined by the State Harbors and Navigation Code. - In areas having adequate public vehicular access. Where offsite improvements, such.as requiredaccess roads,can be assigned to development. . Where adequate onsite sewage disposal can be provided. Where located in an area served by a public fire protection district. Agriculture-Residential Lands designated Agriculture-Residential are located essentially west and north of the Agricultural Core, encompassing the steeper slopes and foothills of the Planning Area, totaling approximately 54,640 acres (46 percent-of the.Planning Area). This area, due to its lower agricultural value, may be allowed to develop at a very low density,permitting parcels as small as 5 acres subject to applicable health and safety-standards. Most of the Agriculture-Residential area should not be required for development, during the planning period; therefore, existing-extensive agriculture should be encouraged to continue. 01328 • • 1, t Ll,♦4 t�. ,... • A number of factors inhibit the future viability of agricultural operations in eastern Contra Costa County. A major problem pertains tor"small parcel size. Where parcels are small it is more expensive to farm the land because of costs involved in moving equipment from parcel to parcel and the limitations on the manner in which insecticides and fertilizers may be applied. Land suitable for agriculture may also be suited for urban development,primarily because it is flat and easy to build upon. Through the minor subdivision process, large acreages can ultimately be divided into five acres lots with exceptions granted from development plans and improvements normally required for major subdivisions. This process fragments existing agricultural land and places an additional burden on the farmers in the area.who wish to continue farming. Division into smaller parcels often also results in higher assessments and higher real estate taxes, and may render agricultural operations economically infea- sible. Market valuation of farm land and the resultant tax burden levied on them is another impact on agricultural viability. State revenue and taxation laws require all lands to be assessed at 25 percent of the fair market value that results from the"highest and best use"of the land. A problem arises when viable farm land is assessed at a speculative value for urban use rather than one reflective of farm values. When agricultural and residential uses adjoin, a number of directly associated problems often develop. In general, residential areas hamper the farmer trying to operate his farm in an efficient manner, and the farm use may annoy nearby residents. Very low residential densities would minimize these conflicts. The policies of this Plan will exclude suburban development from agricultural areas, and will permit only basic agricultural and rural and recreation uses in these areas. Services and facilities, in turn will be based upon rural and agricultural needs. On the other hand, the Plan acknowledges the existence of certain non-conforming prior parcels and ownerships in all land use areas. Agricultural Core Approximately 14,600 acres(12 percent of the Planning Area) are designated as the Agricultural Core. These are prime agricultural lands with soils rating.as Class I or Class II in the land use capability classification of the U.S. Department of Agriculture Soil Conservation Service Most lands shown in this category are now used for agricultural purposes and are expected to continue in this use. Agricultural pursuits in the agricultural core should be protected by requiring a 10 acre minimum parcel size to maintain economically feasible commercial- agricultural units. The creation of small uneconomical units will be discouraged by land use controls so Gnat it will be unnecessary for property owners to market_ the land in small parcels. 01:;2"I 13 j Agriculture-Recreation • Agriculture-Residential Planned Community and Recreation Community Residential Single Family(Loan,Medium and High Density) Multiple Family(Low and Medium Density) Urban Density Rural Density Commercial Office Light Industry Commercial Recreation Public/Semi-Public Recreation Major Parks/Recreation Areas Local Parks Historic Sites Trails Industry The location of land uses is shown on an overall map of the Planning Area, and the individual uses within the"Planned Community and Recreation Community" category are shown on larger scale maps which detail the specific land uses within the "Planned Communities" of Oakley-Brentwood, Byron; Knightsen, and Discovery Bay, and the "Recreation Community" of Bethel Island/Sand Mound • Slough. AGRICULTURE The economy of eastern Contra Costa is based primarily on,agriculture and related industries. The Planning Area contains approximately 40 percent of the County's agricultural land and it produced an average income of more than $27,000,000 from 1970 to 1974, an average of 72.8 percent of the County's agricultural total for the same period. Acreage in agriculture in Contra Costa County,diminished from 299,954 in 1960 to 244,705 in 1970, a decrease of 18 percent.l The reasons for this reduction include among others urbanization, land permanently taken out of agriculture production,and land converted to recreational use. The primary objective of this Area General Plan is the preservation of productive agricultural lands in the Planning Area on prime soils, so that viable agricultural activity may continue. In order to achieve this goal, a number of land use policies must be adopted, existing zoning and other ordinances refined, and new and effective programs developed and implemented. i IContra FjsMEounty Agriculture Department. 12 as: i THE GENERAL PLAN ELEMENTS State law requires local government to prepare and adopt a General Plan, including as a minimum elements of land use, housing,circulation,scenic routes, open space, conservation, safety, seismic safety and noise. This Area General Plan includes the required elements of land use, circulation and open space as well as the optional elements of recreation, trails and community facilities. Housing, conservation, safety, seismic safety, scenic routes and noise are addressed in Countywide elements and are referenced to the Countywide Elements. This Area General Plan is designed to detail the General Plan elements named above, as they relate to the East County Planning Area. Elements which are not amended by this Area Pian continue to be in effect as the governing county policy throughout the county,including the East County area. The Area General Plan consists of both maps and text. The text outlines the plan policies, and the Plan Maps delineate the distribution and location of land uses, roads, facilities and other features. The Area General Plan elements provide for the continuance and enhancement of agricultural activities, orderly growth of communities, the future growth of industry, all served by appropriately located roads and community facilities. • Provision of future road improvements, flood control works and other major public projects should be coordinated with and partly paid by private develop- ment, so that the required public capital expenditures will not cause major increases in property taxes. The Plan designates large acreages of land for continued agricultural and rural activity in the Planning Area. - In addition, it provides for a substantial area designated for suburban development The developable area is substantially larger than that required for a potential population of 25,000. It is expected that the provision of an excess area for development will have two positive results: (1) pressures to develop lands designated for agriculture will be reduced, and (2) the development area is sufficiently large to allow for alternative locational choices. The Plan provides for balanced growth through designation of appropriate areas for a variety of uses, including land for residential, commercial and industrial uses. The development of the commercial and industrial areas will strengthen the Planning Area economy and provide for further employment opportunities for residents-of the Planning Area. LAND USE ELEMENT The Land Use Element of the Area General Plan uses the following land use categories,discussed in greater detail below,and describes their disposition: • Agriculture Agricultural Core -'S4is w•u L'1t 01:;25 Encourage the use of buffer zones between residential areas and major , transportation corridors and industrial facilities. Route new arterials around rather than through residential areas. Plan a system of bicycle paths and hiking trails to connect community facilities, residential areas, and the business district, as well as points of interest outside the community utilizing existing public and semi-public right-of-way. ' Reduce the dependence on the automobile by encouraging the patronage of public transportation. Maintain the present road system in designated agricultural regions, with improvements confined to upgrading, of structural deficiencies such as road widths,alignment,and drainage. Develop roads in hill area to conform with topography in order to minimize disturbance of slope and natural features of the land. COMMUNITY FACILITIES GOAL To obtain maximum benefit from existing public structures; to provide adequate . • public services,cultural and recreational facilities for residents of all ages. POLICIES - Provide civic, cultural and recreational facilities adequate to handle present and future demand. - Maintain and upgrade existing public utility, fire,police and all other public services as needed to adequately protect and serve existing and new development. - Utilize existing and future public facilities, such as schools, libraries and communities halls,as neighborhood activity centers. - Preserve and restore wherever possible, areas and structures of historic significance. 01: 24 10 POLICIES - Distribute and manage recreation activity according to the area's carrying capacity with special emphasis on controlling adverse environmental impact, conflict between uses, and trespass. At the same time recognize the regional importance of the area's recreation resources. - Promote levee improvement programs. - Obtain a well balanced distribution of local parks, related to the character and intensity of present and planned residential development. INDUSTRY GOAL To provide and maintain employment centers appropriate to the rural nature of the area and to aid in developing the economic base of the Planning Area through new employment opportunities. POLICIES - Concentrate industrial development in areas immediately adjacent to major transportation corridors. • - Encourage the development of agriculturally related industry which will enhance the continued productivity of agriculture. - Encourage industries which have the capability of employing East County residents. - Define auto dismantling activity as an industrial use and confine its future development to designated industrial areas. CIRCULATION GOAL To achieve a safe, efficient, and coordinated transportation system capable of serving and supporting the citizens and the economic base of the area, and to minimize conflict between agricultural and urban land uses. POLICIES - Provide a circulation system appropriate to rural development to support various land uses and economic activity. - Provide for controlled access onto Highway 4 within areas designated for residential development growth in the Planned Communities. f 9 _t.. compatible, functional,and aesthetically pleasing;and to provide balanced levels • of commercial and office development, community facilities and coordinated circulation,which will maintain and complement the rural nature of the area. POLICIES - Give highest priority to the preservation of prime agricultural soils; urban development should be directed to areas of non-prime soils. - Encourage contiguous growth in an orderly and efficient manner. - Require existing and future urban development to be serviced by urban utilities and facilities,such as sewer and water services,when available. - Develop balanced communities through the integration of all urban uses with equitable land use allocations and the provision for-appropriate community facilities. - Develop land use and circulation plans appropriate to each community, with higher residential densities permitted in Oakley, Byron,.., and Knightsen townsites when water and sewer services are developed. - Create an East County project review committee (advisory) with the capacity to review and recommend project_chan$es. RECREATION COMMUNITY • GOAL To provide and maintain a water-oriented recreation community supported by necessary residential and commercial development. POLICIES - Define land use allocations appropriate to water-related recreation, to ensure balanced and contiguous growth compatible with the Delta's unique ecology. _ - Require existing and future urban development connect to service facilities (water and sewer)when available. RECREATION GOAL To allow recreational development only in a manner which complements the natural features of the area, including the topography, waterways, vegetation and soil characteristics; to protect and enhance attributes of the Delta; and to preserve and maintain historic sites. 01. .: GOALS AND POLICIES The Area General Plan is intended to meet the planning goals outlined below. The goals describe the kind of environment considered desirable. The policies enunciated are designed to provide means of achieving the goals. Goals and policies were formed for each of the following: agriculture, planned communities, recreation community, recreation, industry, circulation and com- munity facilities. AGRICULTURE GOAL. To encourage the preservation and enhancement of agriculture. POLICIES - Preserve designated prime agricultural lands for agricultural use. - Encourage and maintain the integrity of viable agricultural lands. - Provide for the subdivision of agricultural land to an extent compatible with surrounding agricultural uses and zoning- - Make agricultural zoning reflective of agricultural use. Provide a circulation system appropriate to rural development to support land uses and economic activity. - Encourage water reclamation and other physical development projects which would increase, enhance, and protect agricultural land and its production capabilities. - Encourage research into means of maintaining and improving the economic viability of agriculture in East County. - Real estate taxes levied on agricultural lands should be assessed on the basis of agricultural use,not potential urban development values. PLANNED COMMUNITIES GOAL To develop a "sense" of community through the development of safe, healthful and attractive living environments and a range of housing styles, types,and cost ranges to suit varying needs and desires; to ensure that land uses are mutually . ,; ?1.�zr.•^.yr..;.;t}iry•+ Vii: rr i�r r+ifj' :+lti i:}.:�iti1�.�1 '•;.xi��}::{.i?du-�v:,{W-Yr7,.'•.:rf•,'.l?:�: :. J�:v:•::�` �, i'..,� '�, '•\ •.mss"'-X�. K jrSx:•i i.J-'irs:f'a ;aS; '•�t�uC{r,?'?1f1:�'.++�' :5: :'1,�,,�,�-.;�' ;r,'_1�.� f'r.+-y;;y \;.11:•�r Y' .;.�1:,:1t�.t�.�.'h ,ter. ... k:•f.(fI��Jf. •.;.,�.,�•;{s Xl�t" s Si. -'�. '":�R• Y�Y I w':rrr.•.•,y"r,'?.r!•G, .. : •mss„ S` FA}7• .� r. .?�l'r�.��^':�. H rir:•.:.,,r;,- M�` r,•g is J :;.tF4cf' _.: }a �f Z ,; rc:SYf :i.���3��"-•.:rJ.-=+� ' y •: 'l:F•1?.,? 1l..., V?F,:i'•.fr '"' + + r r "•it .L{:._. y OR- CL C. j 0 Ile ASR �, fl r E � r • I I ' r P� f Tky 1.r 01; 20 . FLOOD PLAIN Approximately 43,000 acres of the Planning Area, the entire north and east fringe of the Planning Area, fall within'`the,100.year,flood;plain...-Thousands of acres of the Delta lowlands and islands are protected from floods and high tides by a network of man-made levees,some of which are over 100 years old. Many of the levees are in poor condition and need to be rehabilitated. Land subsidence, which results in ever-increasing pressures-"on the.,levees, further compounds the problem. Consequently,. the Delta_experienced major levee failures with resulting flooding. Since 1950, Webb Tract and Quimby Island have flooded;Webb Tract and Quunby..Island have since been reclaimed. Based on past flooding experience and the-vulnerability of the levees to ground- shaking effects of major earthquakes,the Delta islands and other low-lying lands are considered to be subject to flooding. U.S.Geological Survey Maps, 1973, indicate that the area below the 10-foot contour Is flood prone (i.e., may be inundated by a 100 year flood). This includes the Delta islands and lowland areas north and northwest of Knightsen. Special consideration must be given this factor in the design and approval of development in these areas . VEGETATION The dominant species are the introduced annual grasses and flowering plants which have their maximum growth during the winter rainy season. Open • woodland-grass combinations are found along the north and northwest-facing slopes with blue oak,interior.live oak,and California buckeye the principal tree cover. In more sheltered areas such as canyons where more moisture is available, and in areas of greater rainfall, the woodland growth is more dense. The foothills and steep uplands constitute some of the best coastal grazing:land in the State. Grass hay is cut near the Alameda County border. In the Planning Area, marshland is confined to the small "channel islands" scattered along the sloughs and Old River. Because of silting, portions of Big Break are returning to their original marshy condition. Vegetation here consists principally of sedges, common tule, bull tule, willow, cottonwood, andmany flowering plants. Streamside plant associations are located in stream channels, canyon bottoms, and along many levees. They include the same species as the hillside woodlands plus willow, alders, cottonwood, and,other trees and shrubs requiring an abundance of water. The riparian vegetation helps to reduce bank and levee erosion, maintains wildlife populations, and contributes to scenic and recreation values. y{ 01319 Oakley, Byron and Kru'ghtsenI were developed as railroad-oriented communities • in she late 1800's. In 1975 Oakley had a population of approximately 3,000 and Byron of approximately 450. Both communities have experienced fluctuations in population over time and appear to be experiencing an upswing at the present time. The 1975 population for Knightsen was 91. Bethel Island, basically a recreation and retirement community,had a 1975 population of 1,400.persons. ENVIRONMENTAL FACTORS CLIMATE The climate of the East County Planning-Area is a modified Mediterranean type. The winters are mild but rainy and the,summers Iare.moderate to.hot and subject to drought. The region's_topography causes a considerable variation in rainfall and temperature in different portions of.the area with rainfall ranging from 17 inches in the southwest hills to less than 12-inches in the eastern Delta. Approximately 90 percent of the precipitation falls in the months of October through April. The climate is conducive to productive agricultural operations. GEOLOGY AND SOILS The geologic "formations" exposed in the East County Planning Area differ in age, origin, rode characteristics, and .engineering properties. The southwest portion of the Planning Area is,rugged and hilly,falling off into the valley floor to the east. Dominating the western fringe of Planning Area are the hills of the Diablo Range. The gentle to moderate slopes (5 to 15 percent) of the foothills have characteristics similar to valley_.soils and the steeper upland slopes. Generally speaking, grazing is the predominant use of this transitional zone with a few orchards existing on the shallower slopes. Along the eastern perimeter of the Planning Area are found the Delta Islands. The Planning Area contains approximately 17,000 acres of prime agricultural soils (Class I and II--SCS Soil Survey). They are intensively farmed, mainly supporting orchards, annual roar crops, alfalfa, and other pasture crops. These soil types encompass most of the area around Brentwood extendingbasically in southerly,easterly,and northerly directions. Most soils in the Planning Area are suited to some form of agricultural,pursuit. The exceptions are the marsh areas, rode outcrops, the dense oak woodlands found on some north-facing slopes, quarry sites, and those areas which are now developed into urban uses- Bound aries ses.Boundaries as defined by the Contra Costa County 1975 Census. • • BACKGROUND FOR PLANNING This Area Plan is based on data in.a series of six_.background reports which were prepared to provide the East County General Plan Review Committee with information required for its'work. Subjects covered in detail included population characteristics, community facilities, physical resources, transportation, eco- nomic characteristics, and land use and zoning. The reports are on file with the Planning Department. DEVELOPMENT TRENDS The Planning Area covers a total of 184 square miles (25.5 percent of the total County area) and contains a population of approximately 15,= (in 1975) at,a density of 75.6 persons per square mile. - Thislow population density,Icombined with moderate population growth,, characterizes the generally `rural=suburban nature of the area. The population is largely concentrated in small communities (Brentwood, Byron, Bethel Island, Oakley and Knightsen) primarily,oriented.to Highway 4. POPULATION GROWTH Contra Costa County as a whole experienced rapid growth during the period of 1940 to 1975, while East County experienced a slow but gradual growth during • the same period. The County as a whole grew rapidly from a pre-war population of.100,500 to a 1975 population of 582,829 persons, an increase of 480 percent. Over the same thirty-five year period, East County.population increased,from 5,606 to 15,228,a 172 percent increase. The Planning Area consistently exhibits a higher population of elderly residents than the County as a whole. It also contains a minority population of approximately 17.9 percent, largely of Mexican, Mexican-Americanand'Chicano ethinic, which is higher than the percentage of the County as a whole. Population estimates for the next ten years, utilizing various growth rate assumptions well in excess of past experience, indicate that between 18,000 and 25,000 persons would reasonably be expected to reside"in the East County Planning Area by 1990. These estimates are on the_high side, reflecting the increased growth rate of the early 1970's. Brentwood, the largest and only incorporated community.in the Planning Area, was established in 1874 and incorporated in 1948. Historically, community growth in the Planning Area has been gradual, with no significant peaks at any one time. This gradual growth of the Planning Area as a whole is reflected in Brentwood; however, the city is experiencing an increased growth rate and- contained 3,700 persons in 1975,an increase of 38.2 percent since 1970, brought about through both annexations and development. y01-317 The basic concepts underlying the Plan are simple; in order to preserve the best • agricultural areas for intensive agricultural uses, such as truck farming, orchards, and row crops, the prime agricultural soils-are delineated and designated for continued agricultural use,while on less desirable and productive soils other land uses are also permitted. Recreational.uses are permitted in the proximity of 'the recreational' waterways, while_residential uses at suburban densities are delineated In clusters where major,circulation,elemen;.% and water and sewer services are either already available o i ' be logically..extended., In addition, safety,considerations relating to.'flooding and.ether natural hazards are taken into account in determining the location and intensities. of,,future land. uses. The resulting Area Plan accommodates not only the 1975 population, of approximately 15,000, but also provides for the additional,.10,000. persons- expected to move into the Planning Area.by 1990. .The,holding capacity. (the population which could be accommodated pursuant to the.Plan policies) exceeds 68,000. This excess of capacity beyond anticipated"growth demands allows a very substantial margin for alternative,development choices. It is expected that the Area Plan will be reviewed periodically, at the.minimum three years prior to the expiration of the Plan,and revised if necessary. 2 0/3/G INTRODUCTION The purpose of this Area Plan is to revise the existing General Pian of Contra Costa County, as it pe uins to the easterly portion of_the county generally defined as being east of Bridgehead Road, Deer Valley Road and Vasco Road,as shown on the Location Map. This portion.of Contra Costa County has long been a. rural. agricultural area experiencing only limited demand for urban growth. However,in the past several years the`demand for the subdivision of agricultural lands has been on the increase,thus producing a scattered growth pattern lacking appropriate services. The process of premature subdivision has caused many instances of breaking up prime agricultural lands into smaller parcels which can not be farmed. economically, both depriving the region and the state: of food and fiber, production and putting additional 'economic pressure on nearby .agricultural holdings,while rendering the provision of services more'costly and inefficient. Attempts to stem the trend towardthe break-up of agricultural lands and to preserve prime land for agricultural production caused the establishment of a Reserve Areadesignation in the Open Space and Conservation Element of the . General Plan. The Reserve Area status was established until the community and the County could jointly develop an appropriate Area Plan to guide future development in East County. • The East County General Plan Committee, a citizen advisory group, was appointed by the Board of Supervisors to assist and advise the County Planning Department in developing an Area Plan for the East County Planning Area. This Area Plan is the result of over two years of work. It consists of both text and maps, which together constitute an amendment to the County General Plan and its component elements. The broad objectives of this General Plan are: - To establish a pattern of land uses which will promote a high degree of health, safety, and efficiency for the well being of the East County community. - To provide for the maintenance and viability of the agricultural community. - To relate new development directly to the provision of community facilities necessary to service that development. - To update and bring together the various land use elements of the General Plan for the area. - To integrate selected special purpose elements into one General Plan document. s = T Olt,"6 i BACKGROUND FOR PLANNING This Area Plan is based on data in a series of six background reports which were prepared to provide the rEast County General Plan _Review Committee with information required for its work. Subjects covered in.detail included population characteristics, community facilities, physical resources, transportation, eco- nomic characteristics,and land use and zoning. The reports are on-file with.the Planning Department. DEVELOPMENT TRENDS The Planning Area covers a total of 184 square miles (25.5 percent of the total County arca) and contains a population of approximately 15,000 (in 1975) at a density of 75.6 persons per square mile. This low population density, combined with moderate population growth, characterizes the generally rural-suburban nature of the area. The population is largely concentrated in small communities (Brentwood, Byron, Bethel island, Oakley and Knightsen) primarily oriented.to Highway 4. POPULATION GROWTH Contra Costa County as a whole experienced rapid growth during,the period of 1940 to 1975, while East County experienced a slow but,gradual growth during m • the same period. The County as a whole grew rapidly from Ia pre-war population of-100,500 to a 1975 population of 582,829 persons, an increase of 480 percent. Over the same thirty-five year period, East County,population increased from 5,606 to 15,228,a 172 percent increase. The Planning Area consistently exhibits a higher population of elderly residents than the County as a whole. It also contains a minority population of approximately 17.9 percent, largely of Mexican, Mexican-American and Chicano ethinic, which is higher than the percentage of the County as a whole. Population estimates for the next ten years, utilizing-various growth rate assumptions well in excess of past experience, indicate that between 18,000 and 25,000 persons would reasonably be expected to reside in the East County Planning Area by i990. These estimates are on. the high "side, reflecting the increased growth rate of the early 1970's. Brentwood, the largest and only incorporated community in the Planning Area, was established in 1874 and incorporated In 1948. Historically, community growth in the Planning Area has been gradual, with no significant peaks at any one time. This gradual growth of the Planning Area as a whole is reflected in Brentwood; however, the city is experiencing an increased growth rate and- contained 3,700 persons in 1975, an increase of 38.2 percent since 1970, brought about through both annexations and development_ 011317 3 j r INTRODUCTION The purpose of this Area Plan is to revise the exist ft General Plan of Contra Costa County, as it pertains to the easterly portion of the county generally defined as being east of Bridgehead Road,Deer Valley Road and Vasco Road,as shown on the Location Map. This portion of Contra Costa County has long been a rural agricultural area experiencing only limited'demand for urban,growth. However,in the past several years the demand for the subdivision of agricultural lands has been on the increase,thus producing a scattered growth pattern lacking appropriate services. The process of premature subdivision has caused many instances of breaking up prime agricultural lands into smaller parcels which can not be farmed economically, both depriving the region and the state of food and fiber production and putting additional economic pressure on nearby agricultural holdings, while rendering the provision of services more costly and inefficient. Attempts to stem the trend toward the break-up of agricultural lands and to preserve prime land for agricultural production caused, the.establishment of a. Reserve Area designation in the Open Space and Conservation:Element of the General Plan. The Reserve Area status was established`until the community and the County could jointly develop an appropriate Area Plan to guide future development in East County. • The East County General Plan Committee, a citizen advisory group, was appointed by the Board of Supervisors to assist and advise the County Planning Department in developing an Area Plan for the East County Planning Area. This Area Plan is the result of over two years of work. It consists of both text and maps, which together constitute an amendment to the County General Plan and its component elements. The broad objectives of this General Plan are: - To establish a pattern of land uses which will promote a high degree of health, safety, and efficiency for the well being of the East County community. - To provide for the maintenance and viability of the agricultural community. - To relate new development directly to the provision of community facilities necessary to service that development. - To update and bring together the various land use elements of the General Plan for the area. - To integrate selected special purpose elements into one General Plan document. 0116 APPENDIX B Table B-1 East County General Plan Existing Land Use(1974) Table B-2 East County General Plan Prime Soils In Agriculture Core APPENDIX C Table C-1 East County General Plan Existing School Facilities, 1973 Table C-2 East County General Plan Proposed Land Use Table C-3 East County General Plan Proposed Land Use By Community 011315 TABLE OF CONTENTS Tables and Charts . Following Page: Location Map 3 East County Area General Plan 15 Oakley Community Plan 22 Phasing of Growth,Oakley 22 Brentwood Community Plan 22 Knightsen Community Plan 22 Byron Community Plan 22 Discovery Bay Community Plan 22 Bethel Island-Sand Mound Slough Community Plan 22 East County Circulation Plan to 1990 29 Community Facilities 32 APPENDIX A Table A-1 East County General Plan Population By Age Group,1960,1970, 1975 Table A-2 East County General Plan Composition of the Population by Race 1960, 1970, 1975 Table A-3 East County General Plan Summary of Housing Statistics April, 1970 Table A-4 East County General Plan Housing Inventory, 1970-1975 Table A-5 East County General Plan Poverty Level And Housing Indicators April, 1970 Table A-6 East County General Plan Contra Costa Housing Authority Units January 1, 1970 to January 1, 1974 Table A-7 East County General Plan Existing School Facilities 01314 t.�ys�yKsff �:.,� TABLE OF CONTENTS Page INTRODUCTION 1 BACKGROUND FOR PLANNING 3 Development Trends 3 Population Growth 3 Environmental Factors 4 GOALS AND POLICIES 6 THE GENERAL PLAN ELEMENTS 11 Land Use Element 11 Housing Element 27 Circulation Element 28 Open Space and Conservation Element 31 • Community Facilities Element 32 Safety.Element 43 Seismic Safety Element 44 Noise Element 44 IMPLEMENTATION 45 APPENDIX A APPENDIX B APPENDIX C X113 R • A draft proposal of the East County General Pian was prepared by the East County General Plan Committee with the assistance of the Contra Costa County Planning Department. The citizen's committee includes the following persons: Stanley Planchon,Committee Chairman Evo Baldocchi Tiny Bettencourt Milford L.Beutler John Bloomfield,Chairman,Residential Subcommittee William Bunn Ernest Burroughs Leonard Celoni Joseph Cunningham Robert Dal Porto Joanne Dean Lucy Delaney Gert!Del Barber Charles C.Duffy,M.D. Hasten England Leonard Gerry Carl Hanson Jack Hernandez Arthur E.Honegger,Chairman,Community Facilities Subcommittee Lee Laird,Jr. Paul Lamborn Robert Lasley Kenneth Lee Richard Lewis Ernest Luna Sheldon G.Moore,Chairman,Transportation Subcommittee Ronald Nunn,Chairman,Agricultural Subcommittee Ray Ramirez William Snow,Chairman,Commerce and Industry Subcommittee Gene Stonebarger,Chairman,Recreation Subcommittee 013'12 . l F . -. f.� � ti_ '+y K_IS.F�� Yl. i Sias.;_ �f i- �'�� �• a ,r �.._3 r T,'-x.14 7 i i♦�� '.{, r'1 �.�+-r f - L'T C-CAI i.[7 'WJdF-1111W ENTi+Tt] COU r yr* _ .1�'Y[7�.Z.Lt�- Contra "to h'�v4v-i Clraft_JK—Y,-C-d bx_tta Ccanlr� l mt� Cuu f�iarwiir�; Commisvcrr m ]Is.r �E, 1v7?. " tv iL r,* EFa+'r 71 •-*_;y. i�. - QTY,-F�• - _., � y-•V I Resolution No. 56-1977 the minimum parcel size from five (5) acres to twenty (20) acres and by establishing criteria for location and design of major water-oriented recreation facilities. How- ever, in order to protect the Delta as a major agricultural and recreational resouro the efforts of the County Water Agency to maintain and improve Delta water quality mist be successful. BE IT FURTHER RESOLVED that all other written and graphic developed for these proceedings are made part of this record; and BE IT FURTHER RESOLVED that the County Planning Commission hereby instructs the Director of Planning to prepare the necessary transmittals and to submit them to the Board of Supervisors in accordance with the Government Code of the State of California. The instruction by the Planning Commission to prepare this resolution was given by motion of the Planning Commission on Tuesday, June 28, 1977, by the following vote: AYES: Commissioners - Anderson, Stoddard, Phillips, Young,- Compagiia, Milano. NOES: Commissioners-William V. Walton, III. ABSENT: Commissioners —None. ABSTAIN: Commissioners - None. • I, William L. Milano, Chairman of the Planning Commission of the County of Contra Costa, State of California, hereby certify that the foregoing was duly called and held in accordance with the law on Tuesday, July-12, 1977, and that this resolution was duly and regularly passed and adopted by the following vote of the Planning Commission: AYES: Commissioners - Young, Phillips, Stoddard, Compaglia, Anderson, Walton, Milano. NOES: Commissioners - None. ABSENT: Commissioners - None. ABSTAIN: Commissioners - None. Chairman of the Planning/Commission of the County of Contra Costa, State of California ATTEST: Secretary of the Planning Commission of the . County of Contra Costa, State of California -16 -6- obio, Resolution No.56-1977 The County Planning Commission finds: The majority of the air quality impacts • affecting East County are derived from pollution sources outside of the area and be- yond the control of that community. Further, that Federal and State regulations re- quiring more stringent air quality devices on automobiles will minimize the impacts of this Plan to a large degree. C(N-VUNITY FACILITIES: The East County area is experiencing strong.pressures for growth and is planned for substantial new development which may cause problems in the provision of the community facilities needed to support development. The ability of the school system to accommodate this growth will be strained over the life of the Plan. Additional public controls on development are needed to ensure that adequate levels of sewer, water and transportation facilities are available to allow the growth in a manner consistent with the public health and welfare. The County Planning Commission finds that: The added clarification of service availability criteria in the Plan will ensure appropriate standards of public sewer and water service. Further, that the phasing of growth in the Oakley/Sandhi]] areas will assist in allowing development only in the proximity of existing community facilities, which will orovide time to allow the development of additional facilities to accommodate new growth. PROTECTION OF DELTA RESOURCES: The Sacramento-San Joaquin Delta is a critical re- source to the State as well as the County. Development in the Delta is affected by the fact that much of the land is flood prone and is located within the floodplain of a 100 year storm The aquatic, marsh and riparian habitats of the Delta region are under increased pressure as neaby communities grow in size and as water-related rec- reation becomes more popular. Flood control improvements have removed much of the marshland and riparian vegetation, and the sloughs are disturbed by dredging. Unless protective measures are taken, the wildlife value and vegetative diversity of the Delta will continue to decline. Also, the increased presence of man in the Delta will have a negative effect on the quality of recreation. The most serious long- term threat to the Delta is to the quality of the waters. The protection of this resource is critical to the Delta's long-range agricultural and recreation resources. The County Planning Commission finds that: An indirect impact of the General Plan will be increased use of Delta waterways. The distinction between increased • use and over-use is a complex problem, which cannot be addressed adequately on a project by project basis, but rather must be dealt with in concert with other Delta counties. The Plan does protect the Delta from residential development by raising -5- 01309 1 Resolution No. 56-1977 the Oakley-Brentwood Planned Community. The Following policies provide appropriate phasing of development: New Development is encouraged to take place within the Oakley County Uater Dis� trict and Oakley Sanitary District boundaries, basically north of the Contra Costa Canal, as an infilling process and in a contiguous manner where water and sewer mains can be efficiently extended. The area designated for Single Family Residential - Low Density uses, south of the Contra Costa Canal, should be considered as interim agriculture since viable agricultural units exist here and the area is not necessary to accommodate growth to 1990. This interim agriculture status should be reviewed periodically. This portion of the Planned Community should be considered for urban development (subdivision) only when all of the following criteria are met: a. The contiguous Planned Community area is largely developed; i.e., most of the area in Oakley north of Laurel Road is built out at the residential densities assigned by the General Plan. b. Adequate utility capacity is available and service lines or trunks are in proximity to the area. c. Costs of providing the development with public services, including street improvements, are fully assumed by the developer. The Planning Commission has incorporated the above policy statements into the • Plan text. ABSENCE OF GUIDELINES FOR THE AGRICULTURE-RESIDENTIAL AREA: The proposed plan does not establish criteria or guildelines for evaluating the appropriateness of subdivis- ion applications in the area designated "Agriculture-Residential". Premature develop- ment of outlying portions of the Agricultrue-Residential area could result in scatter- ed, inefficient and potentially costly development in terms of public services. The County Planning Commission finds that: Without specific guidelines and criteria set forth, continued pressures for parcel divisions and development will persists. The Cammission recommends that this issue be addressed as part of the recommended study on Agricultural Viablility to be undertaken following the adopt- ion of the General Plan. AIR QUALITY: East County lies within a "critical air basin" .as defined by the Bay Area Air Pollution Control District. As East County is transformed from a rural- area to an increasingly suburban highway-oriented community, there will, be a proport- ionate increase in automobile emissions. While important Iocally, these emissions will be only a small fraction of the total Bay Area emissions and which effect the East County Area. n•=+j acs- ' Resolution No. 56-1977 THE VIABILITY OF AGRICULTURE: Viability of agriculture in East Contra Costa County is impacted by numerous factors. Some of the major factors inciude small minimum parcel size which causes high costs of operation, scattered residential development which inhibits some standard farm practices and potential conflicts between recrea- tional and agricultural uses. Smaller parcels are more expensive to farm because of the higher cost of moving farm equipment from parcel to parcel, limitations in *the manner in which insecticides and fertilizer may be distributed and the inability of small parcels to support the cost of mechanical harvesting equipment. The County Planning Commission finds that: The agriculture industry is of great im- portance to the economic base of the East County 'Area and to the County as a whole, and establishes as its primary objective, in concert with the East County Area General Plan, the preservation and enhancement of soils suitable for agriculture. The quest- ion of appropriate parcel size adequate for agriculture viability is a complex one. Economically feasible agricultural units depend on several variables. The Planning Commission, therefore, has added the following recommendation to the East County Area General Pian, under Required Implementation Pleasures; "Initiate a study on the issue of parcel size and agricultural viability after the adoption of-the East County Area General Plan." • BE IT FURTHER RESOLVED, the Planning Commission will review the minimum parcel size criteria for the Williamson Act program to determine if modifications should be made to further encourage the use of this program and to protect agriculture in the East County Area; and BE IT FURTHER RESOLVED, the addition of criteria for recreational uses in the area designated for Agriculture-Recreation will reduce conflicts between these two major uses. PLANNED C01-11UNITY HOLDING CAPACITY:. The population holding capacity of the areas designated as Planned Communities is well above the population anticipated during the Planning Period. Moreover, land use in the Planned Communities is heavily oriented toward residential uses based upon commuting trips to places of York. There is no balance between housing and employment in the Planning Area. The County Planning Commission finds that: The Pian anticipates a population of 25,000 in the Planning Area by 1990. The provision of excess holding capacity, within reasc-able limits, is desirable to afford developers and residents a variety • of choice and options. In order to direct growth in a logical manner and to minimize the impacts of development on remaining agricultural lands in this interim, a phas- ing for growth is built into this Plan for the Oakley-Sandhi 11 portion of Resolution No. 56-1977 maps as attached hereto as Exhibit A through H, incorporating the staff recoamenda- a tions, which includes redesignation of the portion of the Miiler, Lauritzen and Bertrand properties from Industrial to Agricultural Residential; and BE IT FURTHER RESOLVED that the County Planning Commission having reviewed the submitted in response to it, and studied the written replies to the comments and criticisms, finds that the environmental documents constituting the Final Environ- mental Impact Report are adequate and provide an environmental analysis suitable for decision making on the project; and BE IT FURTHER RESOLVED that pursuant to its responsibilities as a hearing body for Environmental Impact Reports for County projects, the County Planning Commission certifies to the County Board of Supervisors that it finds the Environmental Impact Report to be ADEQUATE and that it has been completed in compliance with the California Environmental Quality Act and with State guidelines and County processing procedures; and BE IT FURTHER RESOLVED that WHEREAS the City of Brentwood is undertaking studies to update and revise its General Pian, this Commission hereby states its intent that--- upon adoption of said General Plan by the City of Brentwood---hearings be held by the Planning Commission to consider whether any, all or part of the City's plan shoule be incorporated into the County General Plan; and BE IT FURTHER RESOLVED that the County Planning Commission concurs with the findings of the Environmental Impact Report that the East County Area General Plan would have certain environmental effects but finds the project justified for the following reasons: The project as recd, "nded for adoption was deemed the most favorable altern- ative when all impacts were considered. This plan incorporates a stronger emphasis on the preservation of prime agricultural lands than the County General Plan adopted in 1963. Social and economic factors, the recognition of-approved developments,.and the emphasis on staged infilling of development into areas with availability of sewer and water services render the approved plan environmentally superior to the previously adopted County General Plan for this area; and BE IT FURTHER RESOLVED, the County Planning Commission finds that the following significant impacts would result from implementation of the project and adopts the associated mitigation measures to minimize those impacts to the greatest possible degree. S -2- k ,z $ c 5 0191106 RESOLUTION NO. 56-1977 RESOLUTION OF THE PLANNING COMMISSION OF THE COUNTY OF CONTRA COSTA, STATE OF CALIFORNIA, RECOMMENDING ADOPTION OF THE EAST COUNTY GENERAL PLAN, AN AMENDMENT TO THE COUNTY GENERAL PLAIN. WHEREAS, in August 1973, the Board of Supervisors appointed a General Plan Review Committee to work with the Planning Department in the revision of the County General Plan as it relates to East County and on April 1,1976, the General Plan Re- view Committee approved a proposed draft Area General Plan and on May 6th and 27th, 1976, said Committee conducted public meetings in Oakley and Brentwood respectively and presented said proposals to area residents to solicit comments and input on same; and on June 17, 1976, the Committee met to review the various comments received at the public meetings and to finalize its recommended Draft Plan; and WHEREAS, staff prepared an Environmental Impact Report and distributed same for written comments and criticisms and transmitted same to the Planning Commission on February 18, 1977, and thereafter made it available to those interested; and - WHEREAS, nd -WHEREAS, after notice thereof having been lawfully given, the Planning Commiss- ion conducted public hearings on the Environmental Impact Report (EIR) on February • 22 and March 15, 1977 and closed the public hearing on the EIR and conducted public hearings on the Plan on February 22, April 5, May 5, and June 7, 1977, at which hearings persons appeared to speak on the Plan proposals; and the Planning Commiss- ion -having discussed this Plan further at its Study Session on June 21, 1977 and at its regular meeting of June 28, 1977; and WHEREAS, the nature of the East County Area General Plan is to change Land Use Element designation of all properties in the area covered by the Plan from East County Reserve Area to appropriate land use categories, and to address and give due consider- ation onsideration to all mandatory elements of the General Plan; and WHEREAS, the staff did generally concur with the goals, policies and recommenda- tions of the East County Area General Plan as set forth by the Committee, except for certain concerns as outlined by staff and in its staff reports of April 4, April 29 and June 3, 1977, and comments on the EIR having been duly responded to by staff;and WHEREAS, the Planning Commission having fully considered and evaluated all testimony and evidence submitted in this matter; and NOW, THEREFORE, BE IT RESOLVED that the Planning Commission of the County of • Contra Costa, State of California, recommends to the County Board of Supervisors APPROVAL of the East County Area General Plan Amendment, including both text and r a i i 01310 .. TABLE OF COWEHTS A. Copy of Planning Commission Resolution dated July 12, 1977 B. Copy of Draft East County Area General Plan C. Staff Reports D. Letters Received E. Final EIR (Including Responses to Comments) F. Minutes of Planning Commission CONTRA COSTA COUNTY PLANNING DEPARTMENT TO: Board of Supervisors DATE: November 29, 1977 Attn: Clerk of theand FROM: Anthony A. Dehaesusii SUBJECT: General Plan Amendment Director of Plannin East County Area General Plan (S.D. V) Pursuant to Board Orde ublic hearing on the East County Area General Plan has been set for :30 p.m. on Tuesday, December 6, 1977. Attached please find binders for the Supervisors and your office containing background materials for the hearing. Planning Commission Resolution No. 56-1977, the top item in the binder, docu- ments approval of the East County Area General Plan Amendment and recommends its adoption to the Board of Supervisors. The resolution was adopted by a six to one vote, with Commissioner dalton voting against approval based upon his stated desire to have larger parcel minimum sizes required in agricul- tural areas. . Public hearings on this General Plan Amendment were held by the Planning Commission on February 22, April 5, May 3 and June 7, 1977. Public hearings on the Environmental Impact Report were held on February 22 and March 15, 1977. Special study sessions on the General Plan Amendment were held by the Planning Commission on May 17 and June 21, 1977. The Planning Commission certified the EIR as adequate on June 28, 1977 by a vote of five ayes and one no. The proposed amendment for the eastern portion of the County would remove the "Eastern County Reserve" status imposed by the 1973 Open Space Conservation Plan, and would substitute for it more detailed land use designations. Please present these materials to the Board members in time for perusal prior to the hearing. AAD/rat Attachments OV 3 f 1977 J. e.OLSSON CLERK 80AW 0:APERVWZ t11t o3 " Resolution No. 56-1977 the minimum parcel size from five (S) acres to twenty (20) acres and by establishing criteria for location and design of major water-oriented recreation facilities. How- ever, in order to protect the Delta as a major agricultural and recreational resource, the efforts of the County Nater Agency to maintain and improve Delta water quality must be successful. BE IT FURTHER RESOLVED that all other written and graphic developed for these proceedings are made part of this record; and BE IT FURTHER RESOLVED that the County Planning Commission hereby instructs the Director of Planning to prepare the necessary transmittals and.to submit them to the Board of Supervisors in accordance with the Government Code of the State of California. The instruction by the Planning Commission to prepare this resolution was given by motion of the Planning Commission on Tuesday, June 28, 1977, by the following vote: AYES: Commissioners - Anderson, Stoddard, Phillips, Young, Compaglia, Milano. NOES: Commissioners - William V. Walton, III. ABSENT: Commissioners - None. ABSTAIN: C;.-maissioners - None. A. William L. Milano, Chaimn of the Planning Co+mission of the County of Contra Costa, State of California, hereby certify that the foregoing was duly called and held in accordance with the law on Tuesday, July 12, 1977, and that this resolution was duly and regularly passed and adopted by the following vote of the Planning Commission: AYES: Commissioners - Young, Phillips, Stoddard, Compaglia, Anderson, Walton, Milano. - HOES: Commissioners - None. ABSENT: Commissioners - None. ABSTAIN: Commissioners - Bone. t Chairman of the PlannUfg Commission of the County of Contra Costa, State of California ATTEST: RECEIVED Secretary of the Planning Commission of the Q C T/9 1977 County of Contra Costa, State of California J. R otsWa 4`oaKr w as .�rL::o...►:�cc� %%ntii boosd order —aww 01302 Resolution No.56-1977 The County Planning Commission finds: The majority of the air quality impacts affecting East County are derived from pollution sources outside of the area and be- yond the control of that community. Further, that Federal and State regulations re- quiring more stringent air quality devices on automobiles will minimize the impacts of this Plan to a large degree. COMMUNITY FACILITIES: The East County area is experiencing strong pressures for growth and is planned for substantial new development which may cause problems in the provision of the community facilities needed to support development. The ability of the school system to accommodate this growth will be-strained over the life of the Plan. Additional public controls on development are needed to ensure that adequate levels of sewer, water and transportation facilities are available to allow the growth in a manner consistent with the public health and welfare. The County Planning Commission finds that: The added clarification of service availability criteria in the Plan will ensure appropriate standards of public sewer and water service. Further, that the phasing of growth in the Oakley/Sandhill areas will assist in allowing development only in the proximity of existing community facilities, which will provide time to allow the development of additional facilities to accommodate n_:i growth. PROTECTION OF DELTA RESOURCES: The Sacramento-San Joaquin Delta is a critical re- ` source to the State as well as the County. Development in the Delta is affected by the fact that much of the land is flood prone and is located within the floodplain of a 100 year storm The aquatic, marsh and riparian habitats of the Delta region are under increased pressure as neaby communities grow in size and as water-related rec- reation becomes more popular. Flood control improvements have removed much of the marshland and riparian vegetation, and the sloughs are disturbed by dredging. Unless protective measures are taken. the wildlife value and vegetative diversity of the Delta will continue to decline. Also, the increased presence of man in the Delta will have a negative effect on the quality of recreation. The most serious long- term threat to the Delta is to the quality of the waters. The protection of this resource is critical to the Delta's long-range agricultural and recreation resources. The County Planning Commission finds that: An indirect impact of the General Pian will be increased use of Delta waterways. The distinction between increased use and over-use is a complex proble©, which cannot be addressed adequately on a project by project basis, but rather must be dealt with in concert with other Delta counties. The Plan does protect the Delta from residential development by raising _�- 013tH . -. .. Micro ifaied %vith boord order Resolution Pio. 56-1977 the Oakley-Brentwood Planned Community. The following policies provide appropriate phasing of development: New Development is encouraged to take place within the Oakley County Mater Dis- trict and Oakley Sanitary District boundaries, basically north of the Contra Costa Canal, as an infilling process and in a contiguous manner where water and sewer mains can be efficiently extended_ The area designated for Single Family Residential - Low Density uses, south of the Contra Costa Canal, should be considered as interim agriculture since viable agricultural units exist here and the area is not necessary to accommodate growth to 1990. This interim agriculture status should be reviewed periodically. This portion of the Planned Community should be considered for urban development (subdivision) only when all of the following criteria are met: a. The contiguous Planned Comsmunity area is largely developed; i.e., most of the area in Oakley north of Laurel Road is built out at the residential densities assigned by the General Pian. b. Adequate utility capacity is available and service lines or trunks are in proximity to the area. c. Costs of providing the development with public services, including street improvements, are fully assumed by the developer. The Planning Commissica ;as incorporated the above policy statements into the Plan text. ABSE14CE OF GUIDELINES FOR THE AGRICULTURE-RESIDENTIAL AREA: The proposed plan does ' not establish criteria or guildelines for evaluating the appropriateness of subdivis- ion applications in the area designated 'Agriculture-Residential". Premature develop- ment of outlying portions of the Agricultrue-Residential area could result in scatter- ed, inefficient and potentially costly development in terms of public services. The County Planning Commission finds that: Without specific guidelines and criteria set forth, continued pressures for parcel divisions and development will persists. The Commission recommends that this issue be addressed as part of the recommended study on Agricultural viablility to be undertaken following the adopt- ion of the General Plan. AIR QUALITY: East County lies within a "critical air basin" as defined by the Bay Area Air Pollution Control District. As East County is transformed from a rural area to an increasingly suburban highway-oriented community, there will be a proport- ionate increase in automobile emissions. While important locally, these emissions will be only a small fraction of the total Bay Area emissions and which effect the East County Area. 01300 s+ rri y-,r s �' Micro`i'med with board or1g: Resolution No. 56-1977 TY.E VIABILITY OF AGRICULTURE: Viability of agriculture in East Contra Costa County is impacted by numerous factors. Some of the major factors include small minimum parcel size which causes high costs of operation, scattered residential development which inhibits some standard farm practices and potential conflicts between recrea- tional and agricultural uses. Smaller parcels are more expensive to farm because of the higher cost of moving farm equipment from parcel to parcel, limitations in the manner in which insecticides and fertilizer may be distributed and the inability of small parcels to support the cost of mechanical harvesting equipment. The County Planning Commission finds that: The agriculture industry is of great im- portance to the economic base of the East County Area and to the County as a whole, and establishes as its primary objective, in concert with the East County Area General Plan, the preservation and enhancement of soils suitable for agriculture. The quest- ion of appropriate parcel size adequate for agriculture viability is a complex one. Economically feasible agricultural units depend on several variables. The Planning Commission, therefore, has added the following recommendation to the East County Area General Plan, under Required Implementation tleasures; "Initiate a study on the issue of parcel size and agricultural viability after the adoption of the East County Area General Plan." BE IT FUR-:w-_ RESOLVED. :e Planning Commission will review the minimum parcel A size criteria for the Williamson Act program to determine if modifications should be. made to further encourage the use of this program and to protect agriculture in the East County Area; and BE IT FURTHER RESOLVED, the addition of criteria for recreational uses in the area designated for Agriculture-Recreation will reduce conflicts between these two major uses. ^ PLANNED COM101ITY HOLDING CAPACITY: The population holding capacity of the areas designated as Planned Communities is well above the population anticipated during the Planning Period. Moreover, land use in the Planned Communities is heavily oriented toward residential uses based upon commuting trips to places of work. There is no balance between housing and employment in the Planninq Area. The County Planning Commission finds that: The Plan anticipates a population of 25,000 in the Planning Area by 1990. The provision of excess holding capacity, within reasonable limits, is desirable to afford developers and residents a variety of choice and options. In order to direct growth in a logical manner and to minimize the impacts of development on remaining agricultural lands in this interim, a phas- ing mechanism for growth is built into this Plan for the Oakley-Sandhill portion of -3- MicrofilmsA vvitAl G.7a7cf ordar--- . Vl ��- Resolution No. 56-1977 maps as attached hereto as Exhibit A through H, incorporating the staff recor menda- tions, which includes redesignation of the portion of the Muller, Lauritzen and Bertrand properties from Industrial to Agricultural Residential; and BE IT FURTHER RESOLVED that the County Planning Commission having reviewed the submitted in response to it, and studied the written replies to the comments and criticisms, finds that the environmental documents constituting the Final Environ- rental Impact Report are adequate and provide an environmental analysis suitable for decision making on the project; and BE IT FURTHER RESOLVED that pursuant to its responsibilities as a hearing body. for Environmental Impact Reports for County projects, the County Planning Commission certifies to the County Board of Supervisors that it finds the Environmental Impact Report to be ADEQUATE and that it has been completed in compliance with the California Environmental Quality Act and with State guidelines and County processing procedures; and BE IT FURTHER RESOLVED that WHEREAS the City of Brentwood is undertaking studies to update and revise its General Plan, this Commission hereby states its intent that--- upon adoption of said General Plan by the City of Brentwood---hearings be held by the Planning Co.. ..ission to c�,nsid_r whether any, all or part of the City's plan should be incorporated into time County General Plan; and BE IT FURTHER RESOLVED that the County Planning Commission concurs with the findings of the Environmental Impact Report that the East County Area General Plan would have certain environmental effects but finds the project justified for the following reasons: The project as recomnended for adoption was deemed the most favorable altern- ative when all impacts were considered. This plan incorporates a stronger emphasis on the preservation of prime agricultural lands than the County General Plan adopted in 1963. Social and economic factors, the recognition of'approved developments, and the emphasis on staged infilling of development into areas with availability of sewer and water services render the approved plan environmentally superior to the previously adopted County General Plan for this area; and BE IT FURTHER RESOLVED, the County Planning Commission finds that the following significant impacts would result from implementation of the project and adopts the associated mitigation measures to minimize those impacts to the greatest possible degree. -2- Miao►1 d •rrith board order ii 7C7 RESOLUTION NO. 56-1977 RESOLUTION OF THE PLANNING COFMISSION OF THE COUNTY OF CONTRA COSTA, STATE OF CALIFORNIA, RECOMMENDING ADOPTION OF THE EAST COUNTY-GENERAL PLAN, AN AF1EN014EFIT TO THE COUNTY GENERAL PLAY. WHEREAS, in August 1973, the Board of Supervisors appointed a General Pian Review Committee to work with the Planning Department in the revision of the County General Plan as it relates to East County and on April 1, 1976, the General Plan Re- view Committee approved a proposed draft Area General Plan and on May 6th and 27th, 1976, said Committee conducted public meetings in Oakley and Brentwood respectively and presented said proposals to area residents to solicit comments and input on -same; and on June 17, 1976, the Committee met to review the various comments received at the public meetings and to finalize its recommended Draft Plan; and WHEREAS, staff prepared an Environmental Impact Report and distributed same for written comments and criticisms and transmitted same to the Planning Commission on February 18, 1977, and thereafter made it available to those interested; and WHEREAS, after notice thereof having been lawfully given, the Planning Commiss- ion conducted public hearings on the Environmental Impact Report (EIR) on February 22 and March 15, 1977 and closed the public hearing on the EIR and conducted public hearings on the r;3- an Februa / 22, April 5, May 5, and June 7, 1977, at which hearings persons appeared to speak on the Plan proposals; and the Planning Comrrniss- ion having discussed this Plan further at its Study Session on June 21, 1977 and at its regular meeting of June 28, 1977; and WHEREAS, the nature of the East County Area General Plan is to change Land Use Element designation of all properties in the area covered by the Plan from East County Reserve Area to appropriate land use categories, and to address and give due consider- ation to all mandatory elements of the General Plan; and WHEREAS, the staff did generally concur with the goals, policies and recommenda- tions of the East County Area General Plan as set forth by the Committee, except for -certain concerns as outlined by staff and in its staff reports of April 4, April 29 and June 3, 1977, and comments on the EIR having been duly responded to by staff;and WHEREAS, the Planning Commission having fully considered and evaluated all testimony and evidence submitted in this matter; and NOW, THEREFORE, BE IT RESOLVED that the Planning Commission of the County of Contra Costa, State of California, recommends to the County Board of Supervisors APPROVAL of the East County Area General PIan Amendment, including both text and Microfilmed with board ordv 3 f t'r:' 0129 7" RECEIVED r CONTRA COSTA COUNTY OCT/9 1977 PLANNING DEPARTMENT L t ct acw BOA=as 3U�6iViI0i COWNr TO: Board of Supervisors DATE: October 19, 1977 Attn: Cleric of the Board FROM: Anthony A. Dehaesusi�� SUBJECT. General Plan Amendment Director of Plannin East County Area General Plan (S.D. V) If U Attached is Planning Commission Resolution No. 56-1977, approving the East County Area General Plan Amendment and recommending its adoption to the Board of Supervisors. The resolution was adopted by the Planning Commission on Tuesday, July 12, 1977. Public hearings on this General Plan Amendment were held by the Planning Commission on February 22, April 5, May 3 and June 7, 1977. Public hearings on the Environmental Impact Report were held on February 22 and Harch 15, 1977. Special study sessions on the General Plan Amendment were held by the Planning Comaission on May 17 and June 21, 1977. The Planning Commission certified the EIR as adequate, approved the General Plan Amendment and recommended its adoption to the Board on June 28, 1977 by a vote five ayes and one no. The proposed amendment for the eastern portion of the 1;,duty would remove the "--astern County Reserve" status imposed by the 1978 Open Space Conser- vation Plan, and would substitute for it more detailed land use designations. Please present this matter to the Board of Supervisors to fix a date for public hearings. The date should be on November 8th or later. Those on the attached mailing list (107 persons) should be notified of the date and time of the Board of Supervisor's hearing. AAD/cad Attachments: Resolution, mailing list cc: Dept. File - East County General Plan Supervisors Districts I, II, III, IV, V ,y ja0f rted with board ofdbr" . 012!)S '- In the Board of Supervisors of Contra Costa County, State of California October 25 _ 19 17 in the matter of Recommendation of the Planning Commission to Adopt the East County General Plan, an Amendment to the County General Plan. The Director of Planning having notified this Board that the Planning Commission recommends adoption of the East County General Plan, an amendment to the Cqunty General Plan; IT IS BY THE BOARD ORDERED that a hearing be held on Tuesday. December 6, 1977 at 1:30 p.m. in the Board Chambers, . Room 107, Administration Building, Pine and Escobar Streets, Martinez, California, and that the Cleric publish notice of same as required by law in the ANTIOCH DAILY LEDGER. PASSED by the Board on October 25, 1977 r hereby certify that the foregoing h o true and correct copy of an order enteeed on the minutes of said Sw of Supervisors an the dote aforessi L CC: Director of Planning Wit's my bawd and Owe Seal of the BOOS af List of tomes Provided Supw What by Planniao a "25thdoy of ort-lar--, 19 (� �J. R. Oi.SSON. Clark cleric Ronda Amdahl. 0129 H-_.1;-a ism or otherwise, and Subdivider shall pay the costs and charges there- for mediately upon demand. If County sues to co:pel performance of this agreement or recover the cost of completing the improvements, Subdivider shall pay all reasonable attorneys' fees, costs cf suit, and all other expenses of litigation incurred by County in connection therewith. 7. Assicn.^.snt. If before these Improvements are completed this minor subdivision is annexed to a city, the County may assign to that city the County's rights under this agreement and/or any deposit or bond securing theta. 8. Warranty. Subdivider warrants that the said improvement plan is adequate to accomplish. this work as promised in Section 2; and if, at any time. before the County's acceptance of the improvements as complete, the improvement plan proves to be inadequate in any respect, Subdivider shall make changes necessary to accomplish the work as promised. 9. No Waiver by County. Inspection of the work and/or materials, or approval o:°work and/or materials inspected, or statement by any officer, agent or employee of the County indicating the *,cork or any part thereof complies with the requirements of this agreement, or acceptance of the whole or any part of said work and/or materials, or payments therefor, or any combination or all of these acts, shall not relieve the Subdivider of his obligation to fulfill this contract as prescribed; nor shall the County be thereby estapped from bringing any action for damages arising from the failure to co=yly with any of the terms and conditions hereof. la. Record ice. In consideration her:of, County shall accept said parce4for,,Ming with the County Recorder. C _ �COSx,� SUBI MDER: (see no below) Chairra::, Board o2 �- _ -� A^TF�T: J. R. OiSS021, County Cleric By & ex officio Clerk of the Board Designate o: cial capac vj in the business) By tiote to Subdivider: (1) Execute tc ac ow_e -ent ora' below; and t0CTftjs1:-1977: (2) If a corporation, attach a certified copy of (a) the by-laws or (b) the resolution of the nc1oard of Directors, authorizing execution. of this contract and of the bonds required hereby. State of California ) (Acknowledgment by Corporation, County of - Contra Costa ) ss' Partnership or Individual) On Oct. 14, 1977 , the person(s) whose name(s) is/are signed alcove for Subd-4vider and who is known to me to be the individ- ual and officer or partner as stated above who signed this instru=ent, and acknowledged to me that he executed it and that the corporation or pert •r4 _+na uted it. ' OFFICIAL SEAL � EN AM � � M_=A CC=w CJLUN (Ponca approved by Co=ty Comsel j)./76}Notary _ublfc for said County and State (CCC Std. Po=; Rev. 12/74) 1JB:bw -2- 4i29 •'Nisi SUBDIVISION AG?EEMM (51) 40mor Subdivision: (51) Subdivider: G, c 2xvz� Gi uvWL4. (Private 3=rovecent3) 271 C n-c- W. C' (S1) 'E ective Date: o (52) Completion Period: a ter_ (53) Deposit: (faithful per SWC' (cava mt bcnd) S ac Lg:� 1. Parties & Date. Effective on the above date, the County of Contra Costa,Mfornia, hereinafter called "Co�unt,�", and the above- named Subdivider, mutually promise and agree as lords concerning this subdivision: 2. Imarovements. Subdivider shall construct, install and complete private road and street Improvements, tract drainage, street signs, fire hydrants, and all improvements as required by the County -Ordinance Code, especially Title 9 and including future amendments, and all improvements required in the approved parcel map improvement plan of this subdivision on file in the County's Building Inspection Department. Subdivider'shail complete this work and icprDvem--nts (hereinafter called "work" within the'above completion period from date hereof as required by Section 922-4.908 of the County Ordinance Code, in a good workmanlike manner, in accordance with accepted construction practices and in a manner equal or superior to the requirements of the County Ordinance Code and rulings made thereunder; and where there is a con- flict between the improvement plan and the County Ordinance Code, the stricter requirements shall govern. 3. I=rovement Security. Upon executing this agreement, Subdivider shall, in accordance % th Section 922-4.604 (3) of the County Ordi- nance Code, deposit as security with the County at least the above- specified aunt, which is the total estimated cost- of the work, in the form of a cash deposit, a certified or cashier's check, or an acceptable corporate surety bond, guaranteeing his faithful perfor- • mance of this agreement. • 4. Indemnity. Subdivider shall hold harmless and indemnify the Lndemnit^ees fro= the liab__#ties as defined in this section: A - The indemnitees benefited and protected by this promise are the County, and its special districts, elective and appointive boards, commissions,-officers, agents and employees; B - The liabilities protected against are any -liability or claim .for dace a of any kind allegedly suffered, incurred or threatened because of actions defined bel v., and including personal injury, death, property damage, inverse condemnation, or any combination of these, and regardless of whether or not such liability, claim or damage was unforeseeable at any time before the County approved the parcel_ map ixprovement plan or accepted the improvements as completed, and inaludi.-ig the defense of any suit(s), iction(s) or other proceeding(s) -� concerning these; ' C - The actions causing liabil'ity are any act or or-ission (negli- gent or non-negligent) in connection with the matters covered by this agreement and attributable to the Subdivider, contractor, subcontrac- tor, or any officer, agent or employee of one or more of therm; D - Non-Conditions: The promise and agreement in this section is not conditioned or dependent on whether or not any Indemnitee has prepared, supplied, or approved ary plan(s) or specification(s) in connection with this work or subdivision, or has insurance or other indemnification covering any of these matters, or that the alleged danage resulted partly fro= any negligent or wil?ful misconduct of any Indemnitee. 5. Costs. Subdivider shall pay when due all the costs of the work, 1z-1clu H1r g inspections thereof a:d relocating existing utilities requ±red thereby. Al 293 n. ?Jonoerfo~uarce and Costs. I: Subdividerfai?s to camlplletQ_.tn? work and Improvements w:thln the time specified in this agi•� '_"'- -or extensions granted, County ma_v proceed to cocplete them by contract -'r- Mk=Eilmed wfth-board order r a_rcunts due under the Unemployment Insurance Act with respect to such work or labor, ttat said surety will pay the same in an amount not exceeding the amcunt hereinabove set forth, and also in case suit is brought upon this bond, will pay, in addition to the face amount thereof, costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by County (or city assignee) in successfully enforcing such obligation, to be awarded and fixed by the court, and to be taxed as costs and to be included in the judgment therein ren- dered. It is hereby expressly stipulated and agreed that this bond shall inure to the benefit .of any and all persons, companies and corrorations entitled to .file claims under Title 15 (co=encing with Section 3022) of Part 4 of Division 3 of the Civil Code, so as to give a right of action, to them or their assigns in any suit brought upon this bond. Should thedcondition .of this bond be fully performed then this obligation shall become null and void, other-dise it shall be and remain in full force and effect. C. No alteration of said subdivision_ agreement or any plan or specification of said work agreed to by the Principal and the County shall relieve any Surety from liability on this bond; and con- sent is hereby given to make such alterations without further notice to or consent by Surety; and the Surety hereby- awes the provisions of Calif. Civil Code 52619, and holds itself bound without regard to and independently of any action against Principal whenever taken. SIGNED A:1D SEALED on October 14th, 19TT Ps''I:1CI D AL SURETY C. CRCWELL n 09ITP.D C f C 'A Y`:4 1l.s l * * t t 7 - Starz of California )ss. (ACK."J LEDCWIT 3Y SUR.= County of Hartigss ) On October 20, 197 , the person(s) whose name(s) is/are signed above for Surety and who-ii/are known to rte to be Attorney(s)-in-?act for this Corporate Surety, personally appeared before re and acknowledged td re that he signed the name of the Corporation as Surety and his/ their own nlmets) as its Attorneys)-in-Fact. for County and, State i Rep. 2/76) o-15 SAM .1 ' E3 a b w -2- 01M t XPROIMlF.tT SECURITY BOLO Bond zo: u 99 To 66 Preeiue: 365Z.00 FOR SUBDIVISIOtt AGRE?KENT (Performance, Guarantee, and Payment) (Calif. Government Code 5¢66499-66499.1x) 1. OBLIGATIOY. C. GEIiE CROWELL 2 as Print pal, an , a corporation organized and existing under the law3 of the State o VASHIRMW and authorized to transact surety business in California, as Surety, hereby jointly and severally bind ourselves, our heirs, executors, administrators, successors, and assigns to the County of Contra Costa, California, to pay it: (A. Pert'or=ance & Guarantee) TUMff SIX TEDUSM ONE BRED EIGHTY THREE AND*50/100ths Dollars 3 36a83.5o for itself or any cit; -assignee under the below-county subdivision agreement, plus (B. Payment) '1'ffi8T!' S= SHOUSAHD 03E WjXM D EIG= Z'SREB AND 5011aotha voila-- d to secure the claims to which reference is made iz Title 15(commencing with Section. 3082) of Pat 4 of Divisio-n 3 of the Civil Code of the State of Califor- nia. 2. RXCITAL CF SUBDIVISION: AGEEEMENT. The Principal has executad an ag,reement with t:ze County to instal and pay for street, drainage, and other improvements in Subdivision flumber , as specified in vire " Subdivision Agreement, and to complete said wort_ within the time specified. for completion .4i the Subdivision Agreement, all in accordance rditn State and local laws and :s:lings thereunder in order to satisfy corditiens for filing of the Final Map or Parcel Map for said Subdivision. 3. C3NDITle11. A. The condition of t::is obligation as to Section 1.(A) above is such that if the above bounded principal, his or its heirs, executors, administrators, successors or assigns, shall in all things stand to and abide by, and well and truly keep and verfcrm the ccvenants, conditions and provisions in the said agreement and any alteration thereof made as therein =rovided, on his or its part, to be kept and performed at the time and in the manner therein specified, and to all respects according to their true intent and meaning, and shall indemnify and save harmless the County of Contra Costa (or city assignee), its officers, agents and employees, as therein stipulated, then this obligation shall beton_ null and void; other-dise it shall to and remain in full force and effect. As a part of the obligatlen secured hereby and in addition to the Face amount specified therefor, there shall be included costs and reason- able expenses and fees, including reasonable attorney's fees, incurred b, County (or city assignee) in successfully enforcing shut- obligation, all to be taxed as costs and included in any Judgment rendered, 5. The coniitson of th..ls obligation as to Section 1.,20 above is suci: that said Principal and the undersigned as corporate zurety are held :i^t:t'_J bound unto t o County of Contra COs.ta and all contractors, subcontractors, iato:ers, materia: .en and other persons employed in the perfcrmance of t::e aforesaid agreement and referred to In tE!�,.�.''" 4aid Civil Code tee_ r.<t_,.e_+als f''lrn_shed or lagan thereon. of any k-i�'�_ or 01291 { r In tate Soord of Supervisors of Contra .Costa County, Stour of Califomic OCT 2 5 1977 . 19 to At~of Appro;al of Agreement for Private ?Road Improvements in Subdivision 4&il, Walnut Creek Area. WHERUS an agreement with C. Gene Crowell, 2n Castle Crest Road, Walnut Creels, California, for the installation, and completion of private road improvements .in, Subdivision 4861., Walnut Creek Area, has been presented to this Board; and ' MS said agreement is accompanied by Security Bond No. U 99 70 66 issued by United Pacific Insurance Camper in the account of $36,183.$0 for the full amount of the costs for completion of the improvements required by the Board of Adjustment in approval of said subdivision, plus Payment Band in the amount of $36,183.$0 required by Section 66,,'99.3(b) of the Subdivision trap :Acct. NOW, THMEFWZ, on the recommendation of the Director of Building Inspection, IT IS BY TBS BDA RJ that said agreement is AFFMVED and the Chairman, is AUT?RI2'l21 to emcecute same on behalf of the County. PIS-5-3Z by the Board on OCT 2 5 1977 4 hw*hY CeeeifY that the fIs at kr m and C=#wd capy of aw maw w4"wd an the u4nules of said&wd of 5upervion as the dater ahnrs@w Wtlaao$my heed aced the Sed of dm Reined of cc; C. Gene Crowell Supwil'u s Building Inspection (2) aifard this day of OCT 2 5 1971 . 19 _ J. R. ocssoN. Ciwk Deputy-Ctwk 01290 ' ... _ ..t�L:9l.. .l.,L+� ..•:....JS w �..#�`•iT'F.+#�i�L�'�...� .�.�i4._"F. ^,s.• r �r#_M6�r'N^.:r._.•.... .... _..—-+_ J. J. King TIt513IanCe Agency. Inc. 1 COMPVIJES AFFQRQ9.'�fG �EPAGES P. 0. Box 910 _ .:..,:. Petaluma, CA 94952 "" cypress InstntanceY Aladdut.Heat M Corporatm 1111 Aladdin Avenue t . ..rte•, San-Leandro, CA 94577 Tt,isis:ccv-t.jji:l_:ga!itteSa+ t9 'or=ez:'.:$.::'Rs, i i t --F�•! TrF£»_�'.'..�•4A•::[ i �'t."-r:..i'•tP4[R � _' .:t-0A fair[ i "_ a :::�:... ! t GEST F'sAL LLwt9tl TY JL•P{y.: � 'R.�'6-'_ � f mit�.:."_.:I ? - �P:+3r"..a ..tA;•+.1 ..t,\_14tr _ - ! �...tet• t i t .—..._r^c -�—^ i i A *a 5014-77 ' 2/1/78 .. _ 5100,000 t. t OTHER ..r _.._-.• .._....`... .Y,. ._� .. »-:_.._ .'-. ^-'.....�_-. _. ...._�..�`,.L.e's4+,.'r,.�.i'.r.A. rs.-: +.. ..�.y�"itiir>T.�w Contra Costa Co. Public Works Dept. Civic Center ____.DUrtinez, CA ♦:,QC'.2!d, .t r _.7tJ_ ..:.,'s+i.j.�.:�c?. tlES .'t :hP rr`,t:[» •� !ate r .�..._•. i7•� ...... .r• 7>'Ari'rwn �!,r'.. t '—i'Y'M PJ.,:_..,.__r,!✓� s h.!t;._.•JODO0000= ^. ODOM asxa_OC $, X977c Contra Costa County Dept. of Public Works y Civic Center ,• j r�f5 u ,--� 1[.mine., AUfM0a7tt:D .tATrlE •'CERTIF.ICATE OF INSURANCE J�'�' (�H��� ?33HamsonStrePt i0 V l fill Co.`. •. ,"�a r-m:a�it2 ?-r-a 4t5'39�-.:st4 1,+�sz;��wcE eaoc.r+s ISSUED TO: INSURED: -Contra Costa County Aladdin Heating Corporation County Administration Bldg. 1111 Aladdin Avenue 651 Pine Street ran Leandro, CA 94577 Martinez, CA 94553 This is to certify that the Cutty,or Companies,indicated below has.or have issued a polity.or policies covering.in accordance with the terms and conditions thereof, to the above named insured.This Certificate of Insurance neither affimutively. or negatively amends.extends.or alters the coverage. terms. conditions or exclusions of the policy,or policies described herein Comprehensive General Liability Insurance _including-_Ant aemobile Policy Number AYA 905136 Company American i.,Foreign Insurance Company............_...-_ Limits: Auto Bodily Injury $500,000/500,000 .. Auto Property Damage $250,000 Other Bodily Injury $500,000/500,000 Other Property Damage $250,000/250,000 Expires: ..5/1/78 ..._........... ............... ......_............---.... The following endorsements are applicable.as checked,and are attached to the policy.or policies described. (see over) 0 Lenders Lou Payable Sl Additional Insured -Dom Contra Costa County, its officers,employees and agents ❑ Application of Insurance to owner of hired automobile as respects the below mentioned project The Policy or Policies herein referred to shall not be cancelled or materially changed without_.30.- .days written notice to the Certirkate holder. Coverage: Project: Mechanical & Safety alterations Civic Center Improvements Martinez, Calif. SAYLOR AND HILL CO. Date Issued _ November .7--,-1977 ey cc: Insured ... . Richard L. Saylot _..... Insurance Company 01288 VERIPICA220N OF To: Contra Costa County County Administration Bldg. 651 Pine Street Martinez, CA 94553 We.the uudcr%ioed Insunume Broker.hereby certify that the following described insurance is in fore-.at this date.of- which 100 Pn cent is insured with CNA/Insurance ASWRED: ALADDIN HEATING CORP. ADDRI�!iS: 1111 Aladdin Avenue, San Leandro, California TYPE OF LXSUfLVXCE: tkabrei la CERTIFICATE\0.: RDU 337 29 07 PERIOD: Fran May 1, 1977 TO May 1, 1978 L111ITS OF LIABILITY: $2,000,000 excess of Primary Insurance written by Royal Globe SIR - $10,000 Project: Mechanical & Safety alterations Civic Center Improvements, Martinez, Calif. Additional Insured: Contra Costa County, its officers, employees and agents as respects the above mentioned project. This document is furnished to fou as a matter of infaaation only. The issuance of this document does not make the per- son or organization to wtom it is isswod an additional asarcured.not does it modify in any manner the contract of insurance betwevu the Ascarid and the Underwriters. Any amendment.change or extension of such contract can only he effected b'specific endorsement attodtcd thef to. Siwwld the above mentioned contract of insurance be:canaAW.assigned or changed during the above named Certificate period in such manner as to effect this:document-we.the IlmdencicuA.will eodeawr to give 30 days written notice to the hinder of this dorumtva.but failure to give such notice.hall impose no obligation of any kind upon the[:ndersigned or upon chit,Undeneriter s. BOWES & COMPANY, elated tiovember 8. 1977 ecosr I 1 s State rat i f0mi A On October 25. 1977 ,before me,the undersigned, Ci and ss: _a Notary Public of said county and state,personally appeared County of San Fraacisao Marie T. Ai.arda known to me to be the Attorney-in-Fact of i nEUMMML MESO TY MEW the Corpomdon that executed the within instrument,and known to me to be the person who executed the said instrument on behalf of the Corporation therein named,and acknowledged to CYNiAL MW me that such Corporative executed the same. MARY M1K—CYiOlMZi� art a nwxtr or six tsirasco 4r 4i . w ter In 70,1Mo w Ive"RA 101M t • r • - ... ..-. ,,.'r'h: .... .... .�rua.# :. ±,+C't�i C+r., qw.. C.yt:1 MIU!irWN�. ✓f.. � •... �I .,.. !!i . M1�<. � .�. ':"q+. „z ,'�SY 1'' - Mat rte.= i INDUSTRIAL INDEMNITY 23!CALIFORNIA S"U" • SAN IRANC/SCO,CALIFORNIA!0120 0780 BORd No.afltmct �Fmitb PeffSnsmill t t � S1 I Public Werk-C.ahfattlm prewm r: 212.00 CAN'T'RrACr Wpm SNOW ALL UM HY TM5 P KZSZ": _. AMM mom ' , as Psieleeipsi. ' 'That . .. ; and INDUS'IAL INDEY:NM COMPANY.i orpomted ual�r tics Laza at Lhe Stats of Calitornis send of Cakfairas=.are unto authoria d to�uya�n� ►�� h'bu:inew in�the bdd and firmly bound u a dwo in the anm of Cut' >:dl and tsslly to be mads.avid Priadp l anti Surety bind themselves,their heirs, r for tho payment wbw df, administrat+om. slleomm and*was,jdaw acrd severail7, firml3' by these preseata- ` no cmeditim cd ihs tacataas ob{iSalioa is Meeh that.Wharves the above bounden ftin*4 Isis _. . 77 e .ent�rd into a oontraeL decd I9 . crit!► th �CL CDfi'�►CID► 0," ` om the folb�rini to'arits' N m>d ,�5 -= (tri-Sl-2060)r to ter mat .sr �r �Lim and �� �� cNr foe Boo ii A 0�1Yr ill � Mfrti! t� I� the �cvgAm d VIN....11-3 t� tel=IIS md ill. Mve"�'��' �..; i '+ ,r. ��i., ��r"�a:�,.!lsxyK' '." �£f�y►Y{r'"+'• L.a'ywF s �-• ! ss• 3• ' TM'!.^�91{• � h {`.'! R;.y. +•3,'f;,T'�' rY `1f 3./, ' ��v+`�G.���.y_ �4�t- -'x 4 �,y,r �;*�'�+t wsw aL*s s :.7 -� ,'r 0 y� 1• �r ' �; r y;. :,��'�'""� Y*'��+",a."��,. i. 'Ark+�+t�l..^•r '-s�;+it ^,{ ,C`"•.i.�.anxe.: "-'.� ��. ,� �. """" t ;!i'`X{"' wi".£1✓tT,¢ws +� �.-s .''. + tit•L :,.....: r_r ... ,,.;i� r •7Si; ° "' to +z" abow mill ma trWy � ir abow booMra the Ork con u ' chill Q " thin this obilptise► void;othcrc►ise to remain is cull force - �. -'v..� ' 'r,J•'� .. � --be PffformW 71and effect �! - 19Octcbm � ' , 2Ssit d , Sigad and Seis aled th , CmwQpxI , DeStoe a, President: ` USl`RIAL INDENMTY COMPA� ttomcy-if -Fact ' ..e. f +{a -..a vFf'+' -,� t X- :,;" t .,.!�r •...-.. ,11.1. ,. y t State of cal i fm ni a On OCt3ber 25. 1977 ,before me,the undersigned, City and ss. .a Notary Public of said county and state,personally appeared Caungy of San Fiasco Ma=38 T. DiaMAM known to me to be the Attorney4n•Fact of Il�D[SiRIAL �ZI'�[ aot�Axet , the Corporation that executed the within instrument,and known to me to be the person who executed the said instrument on behalf of the Corporation therein named,and acknowledged to CYtiiltV L me that such Corpora ' executed the same. WIM lgTiltY PM—CAUFOMA c atr a aoaor OF sw RMSK== f or Gmmida beim k]0.1110 UWARY PUGUC 1 tye"R4(91723 Contact Bond—Payment Dared No. Y5 700-5050 Public Worm--California I"wbwbww" Perera AK*1Md INDt15TmAL INDEMNITY COMPANY ass C:ALtronAtA STUSST • "N PWANCIMM CAuroRNIA 91120 )CHOW ALL MEN BY THESE PRESENTS: That we, ALAW= 192MG 036CPAn= of 1111 Agin AttOYM, Sia lAmx m, CsWamia 9/5T7 .as Principal, and INDUSTRIAL INDEMNITY COWANY,iawrpocaced under the laws of the State of California and authorized to transact surety business in the State of California,as Surety,are held and firmly bound unto L�AaY OF �O06>�, C11igt7l�i '1>'IN= CUE 'DD FAD �AND AKV20W= — — ,u Obligee; in the sum of - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -Dollars(S ?1,203.00 ). for the payment whereof.well and truly to be made,said Principal and Surety bind themselves,their heirs, administrators,successors and assigns.jointly and se+Krally.firmly by these presents. The condition of the f is such that,whereas the above-bwrnden Principal has entered into a context.dated p ,19 779 with the Obligee to do and perform the following work, to wit: hubmAcalaw Safety • arlc 0WtW ZVWW...WZ' "Wcsra ' Cal J f .iM, >kstpat 14= acs No. "B-4267-caul► (07-51-X"), Baid Caly, sat in actaocUnm with tum plans gad wedhandgm, pcapsad by lac fm the Putin ;ka*s DinecUw and in awmlaaw with the aaa*6 d Md pt<cpmal NOW.THEREFORE,if the aboverboundcn Principal,his or its heirs,executors,administrators,successors or assigns; or subcontractors, shall fail to pay any of the persons named in Civil Code Section 3181, or amounts due under the Unemployment In_suntnce Code with respect to work or lab-Dr performed by any such claimant,or any amounts required to be deducted,withheld,and paid over to the Franchise Tax Board from the wages of employees of the Contractee and his subcontractors pursuant to Section 18806 of the Revenue and Taxation Code,with respect to such work and labor,the surety or sureties herein will pay for the same in an amount not exceeding the sum specified in this bond,otherwise the above obligation shall be void. In case suit is brought upon this bored, the said surety will pay a reasonable attorney's fee to be fixed by the court_ This bond shill inure to the benefit of any and all persons,companies or corporations entitled to file claims under Section 3181 of the Civil Code of the State of California,so as to give a right of action to them or their assigns in any suit brought upon this bond. SIGNED,SEALED and DATED this ?St$day of Octob C ,1977. dU�laY111822= COWGRAnIM (S eal) . By C�2 J. K. DeVot:o, President: INDUSTRIAL INDEMNITY COMPANY B • • Attorney-in-Fact IY010 Ra(a/7a) UOU .•l �' 01 M � 17. PItt:FI MICE FOR MATl:1tI IA-4 The Public Agency desires to 060te the industries and ` economy of c'outra CostaMM-ye and the Contractor therefore prostises to use the pro&ucts workmen, laborers and mechanics of this County in every case where the price, fitness and quality are equal. 18. ASSiGI =rr.- This agreement binds the heirs, successors, assigns, and representatives o the Contractor; but he cannot assign it in whole or in part, nor any monies dye or to become due under it, without the prior written consent of the Public agency and the Contractor's surety or sureties, unless they have waived notice of assignment. 19. yO WAIVER BY PCBLIC AGENCY. Inspection of the work and/or materials, or approval of work an or materials 1UPEEM, or statement by any officer, agent or employee of the Public Agency indicating the work or any part thereof caoplies with the requirements of this contract, or acceptance of the whole or any part of said work and/or materials, or payments therefor, or any combination of these acts, shall not relieve the Contractor of his obligation to fulfill this contract as prescribed; nor shall the Public-Agency be thereby estopped from bringing any action for damages or enforcement arising fres the failure to cooly with any of the terms and conditions hereof. 20. HOLD IIAWMESS a II$SEI=TY. (a) " Contractor promises to and shall hold harmless and indemnify from the liab=t—ios as defined in this section. (b) The indemnitees benefited and protected by this pranise are the Public Agency and its electiveiacTappointive boards, eomissioas, officers, agents and employees. (c) Thu liabilities protected against are any liability or claim for damage of any kind allegedly suffer;incurred or threatened because of actions defined below, including personal injury, death, property damage, inverse condemnation, or any combination of these, regardless of whether or not such liability, claim or damage was unforeseeable at any time before the Public Agency approved the impzovesent plan or accepted the improvements as completed, and including the defense of any suits) or action(s) at law or equity concerning these. (d) The actions causing liability are any act or omission (negligent or non-negligent) in connection grENt a matters covered by this contract and attributable to the contractor,. subcontractorts), or any officer We agent(s) or employees) of ons or more of them. (e) Non-Conditions: The promise and agreement in this section is not conditioned or dependent on whether or not any Inde-n4tee has prepared, supplied, or approved any plan(s), drawing(s), specifications) or special provision(s) in connection with this work, has insurance or other indemnification covering any of tnese matters, or that the alleged damage resulted partly from any negligent or willful misconduct of any Indemnitee. 21. MCCAVATIOU. Contractor shall comply with the provisions of Labor Code sec. 6705, if applicable, submitting to Public Agoncy a detailed play showing the design of shoran bracing, sloping, or other provisions to be made for worker protection from the hazard of caving ground during trench excavation. f (Page 4 of 4) (CC-1; Rev. 11-76) 01289.0 work, it shall issue a ccrtif :'ro to the Contractor and pay t(li-balance of the contract piicz After deducting all amounts withhold under this contract, provided the Contractor shows that all`claics for labor and materials have been paid, no claims have been presented.to the Public Agency based on acts or omissions of the Contractor, and no liens. or withhold notices have been filea against the work. or site, and provided there are not reasonable inuications of defective or missing work Or of late-recorded notices of liens or claims against Contractor. 9. 2NSURJUA:L. (Labor Code 551860-61) On signing this contract, Contractor must give P is Agency (1) a certificate of consent to self-insure issued by the Director of industrial Relations, or (2) a certificate of. Workers' Compensation insurance issued by an admitted insurer, or (3) an exact copy or duplicate thereof certified by the Director or the insurer. Contractor is aware of and complies with Labor Code Sec. 3700 and the Workers' Compensation Law. 10. WIULS. On signing this contract contractor shall deliver to Public Agency for approvalgood and sufficient bonds with sureties, in amount(s) specified in the specifi- cations or special provisions, guaranteeing his faithful performance.of this contract and his payment for all labor and materials lu=cunder. 11. FAILLRI: To PP.moRM. if the Contractor at any time refuses Or neglects, without fault of the Public Agency or its Agant(s), to supply sufficient materials or workmen to complete this agreement and work as provided herein, for a period of 10 days or more after written notice thereof by the Public Agency, the Public Agency may furnish same and deduct the reasonable expenses thereof from the contract price. 12. LAWS APPLY. General, Both parties recognize the applicability of various federal, state and ocal lairs and regulations, especially Chapter 1 of Part 7 of the California Labor Code (beginning with Sec. 172u, and including Sacs.. 1735, 1777.5, i 1777.6 forbidding discrimination) and intend that this agreement coaplies therewith. The parties specifically stipulate that the relevant penalties and forfeitures provided in the Labor Code, especially in Sees. 1775 t 1813, concerning prevailing wages and hours, shall apply to this agreement as though fully stipulated heroin. 13. SUuCO2,mn-&ORS. Government Codes 554100-4113 are incorporated herein. 14. wAGE.giTIs. (a) Pursuant to Labor Code Sec. 1773, the Director of the Department of industrialkie tions has ascertained the general prevailing rates-of wages per diem, and for holiday and overtime work, in the locality in which this work is to be performed, for each craft classification, or type of workman needed to execute this contract, and said rates are as specified in the call for bids for this work and are on file with the Public Agency, and are hereby incorporated herein. (b) This schedule of wages is based on a wor)•.ing day of 8 hours unless otherwise specified; and the daily rate is the hourly rate multiplied by the number of hours con- stituting the working day. When less titan, that nuaher of hours are worked, the daily wage rate is proportionately reduced, but the hourly rate remains as stated. (c) 'the Contractor, and all his subcontractors, must pay at least these rates to -all persons on this work, including all travel, subsistence, and fringe benefit payments provided for by applicable collective bargaining agreements. All skilled labor not listed above must be paid at least the wage scale established by collective bargaining agreement for such labor in the locality where such work is being performed. If it becomes neces- sary for the Contractor or any subcontractor to employ any person in a craft, classifi- cation or.type of work (except executive, supervisory, administrative, clerical or other non-manual workers as such) for which no m nimuu wage rate'is specified, the Contractor shall immediately notify the Public Agency which shall promptly determine the prevailing wage rate t4erefor and furnish the Contractor with the minimuw rate based thereon, which . shall 'apply from the time of the initial egiloywnt of the person affected and during the continuance of such employment. 15. IIOURS OF LADOR. Eight hours of labor in one calendar day constitutes a legal day's work, anti no wor):aan employed at any time On this work: by the Contractor or by any sub- contractor shall be required or permitted to work: longer thereon except as provided in Labor Code Secs. 1810-1815. 16. APPRLin.1CI:S. Properly indentured apprentices may be employed on this work in accordance with Labor Code Secs. 1777.5 and 1777.6, forbidding discrimination. (Page 3 of 4) (CC-1; Rev. 11-76) 3. date, thes!Tanner CUM c anc as ac s para - , ��, t forth in this conti'..ct, facosporatinq by these references the material ('special terms') in sec. 1. (b) Contractor shall, at'his own cost and expense, and in a workmanlike manor, fully and faithfully perform and complete the worl:;.and will furnish all materials, labor, services and transportation necessary, convenient and proper in order fairly to perform the requirements of this contract, all strictly in accord-nee with the Public Agency's plans, drawings and specifications. (c) The work can be changed only with Public Agency's prior written order specifying such change and its cost agreed to by the parties; and the Public Agency shall never have to pay more than specified in Sec. 7 without such an order. 4. Tnm: uoTicr To PRDC'cn. Contractor shall start this work as directed in the speci- fications or the uctace to Proceed; and shall ooeQlete it as specified in Sec. 1. 5. LIQUIDATED DAMAGES. if the Contractor fails to complete this contract and this work wi an the tame therefor, allowance being made for contingencies as provided herein, he becomes liable to the Public Agency for all its loss and damage therefrom; and because, from the nature of the case, it is and will be impracticable and extremely difficult to ascertain and fix the Public Agency's actual damage from any delay in performance hereof, it is agreed that Contractor will pay as liquidated damages to the Public Agency the reasonable sum specified in Sec. 1, the result of the parties'. reasonable endeavor to estimate fair average compensation therefor, for each calendar day's delay in finishing said work; and if the same be not paid, Public Agency may, in addition to its other remedies, deduct the same from any money due or to become due Contractor under this con- tract. if the Public Agency for any cause authorises or contributes to a delay, suspen- sion of worl: or extension of tine, its duration shall be added to the time allowed for completion, but it shall not be deemed a waiver nor be used to defeat any right of the Agency to damages for non-completion or delay hereunder. Pursuant to Government Code Sec. 4215, the Contractor shall not be assessed liquidated damages for delay in completion of the work, when such delay was caused by the failure of the Public Agency or the owner of a utility to providq for removal or relocation of existing utility facilities. 6. ILi_EGRAa^ED UOCEUAE:A!S. The plans, drawings and specifications or special provisions of the c Agency's call for bids, and Contractor's accented bid for this work are hereby incorporated into t as contract; and they are inZiRM to co-operate, so that any- thing exhibited in the plans or drawings and not mentioned in the specifications or special provisions, or vice versa, is to be executed as if exhibited, mentioned and set forth in both, to the true intent and meaning thereof Uien taken all together; and differences of opinion concerning these shall be finally determined by. Public Agency's Agent specified in Sec. 1. 7. PAYMENT. (a) For his strict and literal fulfillment•of. these promises and conditions, anansfull compensation for all this work, the Public Agency shall pay the Contractor the sum specified in Sec. 1, except that in unit price contracts.the payment shall be for finished quantities at unit bid prices. (b) on or about the first day of each calendar-month the Contractor shall submit to the Public Agency a verified application for payment, supported by a statement showing :all materials actually installed during the preceding month, the labor expended thereon, 'and the cost thereof; whereupon, after checking, the Public Agency shall issue-to Contractor a certificate for the amount determined to be due, minus 101 thereof pursuant to-Government Code Sec. 53067, but not until defective work and materials have been removed, replaced and made good. S. PAY11ENTS WITHHELD. (a) The Public Agency or its agent may withhold any payment, or SZ--cause-of later discovered evidence nullify all or any certificate for payment, to such extent and period of time only as way be necessary to protect the Public Agency from loss because of: I (1) Defective work not remedied, or-un lated work, or ' (2) Claims filed or reasonable evidence indicating probable filing, or (3) Failure to properly pay subcontractors or for material or labor, or (4) Reasonable doubt teat the work can be completed for the balance then unpaid, or (5) Damage to another contractor, or (6) Damage to the Public Agency, other than damage due to delays. (b) The Public Agency shall use reasonable diligence to discover and report to the Contractor, as the work progresses, the materials and labor which are not satisfactory to it, so as to avoid unnecessary trouble or cost to the Contractor in making good any defective work or parts. (c) 35 calendar days after the Public Agency files its notice of completion of the entire (Page 2 of 4) r`� -;--• aoUrRAcr FILED •� (Construction Agrceaent) . 4-A..A- (Contra Costa County Standard Fora) N OV/X 1977 2. SP6CI:.L SC?t:S. These special teras are incorporated below by ret encs. I.ROI°.SON (SS2,3) Parties: [Public Agency) Contra Costa'Count "m of awmmnum Aladdin Heating Corporation lContractorl 1111 Aladdin Avenue San Leandro. CA 94577 camp to legal name (52) Effective Date: October 25, 1977 [see 54 for starting date,) (S3) ?hs worfc: Mechanical and Safety Alterations, Civic Center Improvements, Martinez, California, Budget Line Item No. 44054267-C1-EDA (07-51-20642), all in accordance with the plans and specifications, Base Bid Only, prepared by the Public storks Director and in accordance with the accepted bid proposal. (S4) Coaptet.on :iae: (strike out (a) or (b) and 'calendar' or 'working']. (b) Within 90 calendar/9f days from starting date. (S5) Liquidated Damages: $75_00 per calendar day. (S6) Public Agencg's Agent: Public Works Director, Vernon L. Cline (S7) Contract Pries: $21-MA (for unit price contracts: more or less, in accordance with Uisushedqquantities at unit bid prices.) (Strike out parenthetical material if inapplicable.) 2. SICJAYUP.aS d ACL.7011LEDC:EM" _ 4A Public Aosnc_w, By: •e7t' (President, Chairman Or Other So✓Vernon L. Cline Designated Representative) Public Works Director Contractor, hereby also acknowledging awareness of and compliance with Labor.CodWorkers' Compensation Law. By: [CORPORATE gaa e official, capacity in the businessj SEALI By: / ! w at-eakfJ'-1-1 capacity in t�6usiness Note to Contractor (2) Execute acknoutedgaent forn below, and (2) if a corpora- tion, affix Corporate Seat. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - State of California ) ACXUOBLED0:IE2? (by Corporation, County of A4AA16'jW ) Partnership, or Individual) The person(s) signing above for Contractor, known to me in individual and business capacity as stated, personally appeared before me today and acknowledged that 4w/they executed it and that the corporation or partnership named.above executed it. Dated: row Alpw (i:OTARIA EDWIN E,)OMSTON,AL � �•r••• SEALI ll� worO ...nucc+uso.a.ft tary Public - - - - toy. _ _ - - - - _ I - - _ - - `yam' toy....or - - - - - - _ FORH APPROVED yr ,,..[maws mldclL!!72 (Page 1 of 4) F`: • (CC-1: Rev. 11-76) Microfilmed vmri(E, �ostrd°.a1� _;' IN TSE BOM OF S PEWISORS CF CON= , STATE OF CALg>U In the Hatter of Ariard of Contract ) for Mechanical and Safety ) Alterations, Civic Center ) nc nhar as_ 1x77 Improvements, Martinez ) ) Project No-4405-4267-CI-EDA ) Bidder TOTAL AMMW Bond Amounts Aladdin Heating Corporation $21,203.00, Base Labor & Mats. $21,203.00 1111 Aladdin Avenue Bid Only Faith. Perf. $ 21,203.00 San Leandro, CA. 94577 Commercial Air Conditioning Berkeley Martinez Sheet Metal Co. Martinez The above-cptiorAd project and the speciff�tions therefor being approved, bids being duly invited and received by the Public Works nirectar; and The Public Works Director recamo --jing that the bid listed first above is the lowest responsible bid and this Hoard oaocurring ani so finding; - IT IS BY 'IBE BOkAEID OROEBD, that the contract for the fut i sh g of labor and materials for said work is awarded to said first listed hii3dZer at the Listed amour&- and at the unit prices submitted in said bid; and that said cantractor shall present two good and sufficient surety bonds as indicated above; ani that the Public Works Department shall prepare the contract tberefor. iT IS FUDR GIMEFED that. after the coat=t= has signed the contract and retmreed it tx ether with bonds as noted above and any required c;erti fic tes of 3 nsurarnee or other repaired dooms, and the Public Works Director has reviewed and found thsu to be SuFficIent, the Public Works Director is autb=zed to Sign the c ftwt for this Board. IT IS EITIFIR 03UMED that, in acoorc'ance with the project specifications and/or upon signatrce of the contract by the Public works Director, any bad bonds posted by the bidders are to be exonerated and any checks or cash subrni++PA for bid security shall be ret rn8d. PASSED by the Board on October 25, 1977 I hereby certify that the foregoing is a trw and correct copy of an order entered on the minutes of said Board of Supw isors on the date aforesaid. witness my band and the Seal of the Bca=d of Supervisors affixed this25th day of October 1.9 77 . 3riginator: Public Wads Department J. R. aLSSON, Clerk .c. Public Works Direct.nr ' r CouZty Auditor-Contralle= _ By G Deputy- Clerk Contractor - 1= 9.1 (Rev. 9-77) � 01278 In the Board of Supervisors of Contra Costa County, State of Cafifomia October 25 , 19 7� In the JMatter of Grievance of Mr. Charles Johnson. The Board having received an October 14, 1977 letter from Mr. Henry L. Clarke, General Manager, Contra Costa County Employees Association, Local No. 1, appealing grievance determination made on behalf of Employee Relations Officer relating to employee performance evaluation report for Mr. Charles Johnson; IT IS BY THE BOARD ORDERED that the parties are DIRECTED to submit grievance record and written presentations and recom- mendations for Board determination November 8, 1977 at 11:05 A.M. PASSED by the Board on October 25, 1977• I hereby certify that the foregoing is a true and correct copy of on order entered on the minutes of said soord of Supervisors an Ow dots oforesoid. c c: Xr.. H. L. Clarke Weifem my hand and A0 Seal of t6 Board of County Auditor-Controller Supervisors County Administrator of ixod th#s hdoy of Cfrtnhor . 19 Director of Personnel Mr. C. Johnson / ��, J. R. 01 N. Clark By. /V�t::�f C `1L-'�./!�' Do" Cleric Helen C. Marshall H-+a 3176 csm ` 0!271 CO-NTRA COSTA 'CO & T't PUBLIC WORMS DEPARTT;MIT Martinez, California TO: Board of Supervisors FROAX: Vernon L. Clin Public Works Director SUBJECT: Public works Agenda for October 25, 1977 REPORTS ' Report A. WORKSHOP ON TRAFFIC COJTTd ROL DEVICES In the past few years, the Public Works Department has received a steadily increasing amount of complaints about speeding in*resi dential- areas. The remedy that comes most often to the mind of citizens plagued with the problem is the installation of stop signs. ' Unfortunately, it has been this departtmmt's experience, and the experience nations- wide, that installation of stop signs do not do the job, and may actually be counterproductive;however, this is difficult to explain to the public. Uniformity of application of Board of Supervisors' policy is very important in as diverse a County as ours. In.the opi=ioa of this department, it might be- helpful to schedule a workshop to discuss this subject, as t&e Board did sone r•_onths, ago on transit. "h-z will permit in-depth examination of the prob- lem by all concerned parties and give the Board an opportunity to provide the department with policy guidance. If the Board desires to schedule such a workshop? November 8, 1977, at 2:00 p.m., is suggested. (MLR) 01279 AtCrofilmed wah fro W order • t In the Board of Supervisors of Contra Costa County, State of California October 25 , 1977 In the Mofter,of Workshop to disco speeding in residential areas. 'IgM' Publi Warks Director having reported that his department is reMIV2ng increasing am0atsts of ®its about speeding in residential areas; and The Public Works Director having suggested a worksbop to discuss this subject; IT IS BY THE B0M GIREEM that such a wamiahop wi11 be held an Tuesday, November 8, 1977, at 2:00 pm., in the Board Fin= PASSED by the Boaaad c n Oc- ' :r 25, 1977. w I hereby certify that the foeegoiwp is a teuw and corned copy of an ceder errbwed an the minutes of said Board of Supenrbaa on the data a1atisa11 Witness my hornd and dw Sed of the Board of Originating Department: Supenrisoes Public Works Administration affiant" 2 51h f� of Ck`tet]�r i 9,Z /,�/ /7 J. R. OLSSON, Clerk Air�efrir By`� �'�/lr�i �i- f.i:l'��/-tt�. �epllt�► �rIC °C' � Wosiss - i Sandra L. Wie"on H-24 N77 15en f I In the Board of Supervisors of Contra Costa County, State of California OCT 2 51977 . 19 — In the Matter of Authorizing Attendance at Convention Program IT IS BY THE BOARD ORDERED that Gordon Strain, Sheriff-Coroner's Department, is AUTHORIZED to attend, at Far West Equipment Dealers Association expense for registration fee and County expense for transportation, meals and lodging, the Far Nest Equipment Dealers Association Convention Program to be held.at Lake Tahoe, Nevada, from October 31, 1977 to November 1, 1977. PASSED by the Board on October 25, 1977. A 1 hereby certify that the foregoing h a true and carred copy of an order entered on the minutes of said Board of Supervisors on the date ofonwaid. Originating Dept: Witnen cry hand and the seal of the Board of Sheriff-Coroner superwilan cc: County Administrator affixed :him� day of OCT 2 5 1977 _ 19._ County Auditor-Controller J. R. OLSSON, Cleric By Deputy Clerk OIZ74 SAN RAMON FIRE PROTECTION DISTRICT Armand Borel, P. 0. Box 13, San Ramon 94583 Howard Wiedemann, 3686 Norris Canyon Road, San Ramon 94583 OAKLEY SANITARY DISTRICT V. J. Chastek, 132 West Home Street, Oakley 94561 Lanny T. Byer, Route 1, Box 272C, Oakley 94561 OAKLEY COUNTY WATER DISTRICT Howard Hoy, P. 0. Box 2, Oakley 94561 Blair F. Spires, Route 1, Box 254, Oakley 94561 Jesse Mello, P. 0. Box 706, Oakley 94561 CENTRAL CONTRA COSTA SANITARY DISTRICT Nels E. Carlson, Jr. , 30 Ross Drive, Moraga 94556 (Short Term) Jack E. Campbell, 3369 Sweet Drive; Lafayette 94549 George A. Rustigian, 34 Chapel Drive, Lafayette 94549 CONTRA COSTA COUNTY WATER DISTRICT Division 1 Ernest R. Lasell, Jr., 1104 Andrews Drive, Martinez 94553 Division 4 Stephen L. Weir, 1354 Tree Garden Place, Concord 94520 PASSED by the Board on October 25, 1977. I hereby certify that the foregoing is a true and correct copy of an order adopted by the Board of Supervisors on October 25, 1977. Witness my hand and the Seal of the Board of Supervisors affixed this 25th day of October, 1977. J. R. OLSSON, CLEJRK Deputy Clerk cc: Districts Registrar of Voters County Auditor-Controller County Administrator 012"73..=: IN TRE BOARD OF SUPERVISORS OF CONTRA COSTA COUNTY, STATE OF CALIFORNIA In the Matter of Appointments ) to Districts in Lieu of Election. ) October 25, 1977 Pursuant to Section 23520 of the California Elections Code, _TT IS BY THE BOARD ORDERED that the following candidates are hereby APPOINTED to the Governing Boards of the districts indicated for four-year terms unless otherwise noted, commencing at noon on the last Friday in November, 1977:" KENSINGTON FIRE PROTECTION DISTRICT Hymn Bird, 210 Kenyon Street, Kensington 94707 Stuart Fletcher, 263 Columbia Avenue, Kensington 94707 CROCKETT-VALONA SANITARY DISTRICT Bab Simontacchi, 400 Kendall Avenue, Crockett 94525 Samuel Belleci, 205 Virginia Street, Crockett 94525 MT. VIEW SANITARY DISTRICT Short term; appointed pursuant to Government Code Sec. 1780 Alfonso L. Rangel, 2802 Merle Avenue, Martinez 94553 RODEO SANITARY DISTRICT Mel Ingram., 356 Lake Avenue, Rodeo 94572 Clarence J. Pieterick, 530 Napa Avenue, Rodeo 94572 BYRON-BETHANY IRRIGATION DISTRICT Division 1 Andrew P. Mikkelsen, Route 1, Box 72, Brentwood 94513 Division 2 William S. Bunn, Route 1, Box 100, Byron 94514 Division 3 Ruth E. Santos, P. 0. Box 176, Byron 94514 EAST CONTRA COSTA IRP.IGATION DISTRICT Division l Russell A. DeHartini, Route 2, Box 225, Brentwood 94513 Division 4 Donald E. Christensen, 752 Oak Street, Brentwood 94513 Assessor, Collector, Treasurer Margaret Davis, 858 First Street, Brentwood 94513 DIABLO COMMUNITY SERVICE DISTRICT Charles W. Lowell, 2135 Calle Los Callados, Diablo 94528 Lloyd M. Ives, P. 0. Box 231, Diablo 94528 Robert A. Miller, 1857 E1 Nido, Diablo 94528 DANVILLE FIRE PROTECTION DISTRICT William E. Gagen, Jr. 22 Toyon Terrace, Danville 94526 Robert E. Ingram, 109 Valley Oaks Drive, Alamo 94507 L'�l t 01272 ' �; 0 • In the Board of Supervisors of Contra Costa County, State of California October 25 . 19 U, In the Monty of Composition of Senate Bill 201 Committee. The Board on October 18, 1977 having instructed staff to draft for Board consideration an ordinance to implement the provisions of Senate Bill 201 for the purpose of establishing an interim method of providing classrooms and related facilities in school districts where a finding has been Heade that overcrowded conditions exist in one or more attendance areas Within the district; and In connection therewith the Board having determined to establish a committee (the membership to be generally representative of those organisations or agencies that might be affected by the ordinance) to assist staff in development of the ordinance, and having requested fir. A. A. Dehassus, Director of Planning, to furnish the Board with his suggestions as to committee membership; and Hr. Dehaesus having this day submitted a memorandum containing his suggestions as to committee membership; and Supervisor E. H. Hasseltine having concurred with the proposed committee membership with the addition of a representative from the Liberty Union High School District; IT IS BY THE BOARD ORDERED that the composition of the SB 201 committee shall consist of representatives of the following agencies or organizations: Liberty Union High School District San Ramon Valley Unified School District John Swett Unified School District Richmond Unified School District City of Hercules City of Clayton Associated Building Industry Contra Costa Board of Realtors Contra Costa Building and Construction Trades Council. I her by WWWWWWt JUVWWWWWo oder «Mrrrd an the minubs of sold Soord of Supervi oa on the dab oforamid. Wbnen my hand zed the Sad of the Board of cc: Agencies listed Sup Moors c/o Planning ommd*k 25th day of October 19 77 Director of Planning County Counsel County Administrator J. R. OLSSON, Cork 1y �' D.Wy Cork S H-24 V"15 01 15m '' In the Board of Supervisors of Contra Costa County, State of Calif omia October 25 , 1977 In the Matter of Membership of the Contra Costa County Alcoholism Advisory Board This Board having been advised of the resignations of the following persons from the Alcoholism Advisory Board: Herbert H. Black, Jr. ---term to expire June 30, 1978 Arthur LaPlant ---------- term to expire June 30, 1978 Bruce H. Dexter --------- term to expire June 30, 1979 Gary J. Young term to expire June 30, 1979 and The Alcoholism Advisory Board having requested permission to seek qualified replacements to fill these four vacancies; IT IS BY THE BOARD ORDERED that the aforesaid four resignations are ACCEPTED with regret, that certificates of appreciation are AUTHORIZED, and that the request of the Alcoholism Advisory Board to seek qualified replacements to recommend for Board appointment is APPROVED. PASSED BY THE BOARD on October 25, 1977. I hereby certify that the foregoing Is a true and correct copy of on order entered on the minutes of said Board of Supervisors an the dale aforesoid. Witness my hand and the Seal of the Board of Orig: HRA Director Supeevisoa cc: Alcoholism Advisory Board affismd "25thday of October__, Ig Iq 77 hental Health Director — Herbert H. Black, Jr. Arthur LaPlant I '1 OLSSON, Clerk Bruce H. Dexter r ; Gary J. Young By 7" �c� ; Deputy Clerk County Administrator '� P.orid a padahl Public Information Officer County Auditor-Controller LK H-2i if7b ISm r ± In the Board of Supervisors of Contra Costa County, State of California AS EX OFFICIO THE BOARD F SUPERVISORS OF THE CONTRA COSTA COUNTY FLOOD'CONTROL AND WATER CONSERVATION DISTRICT Qatnhor 79; ,747L In the Matter of Approving and Authorizing Payment for Property Acquisition from Joseph Sarento and Filomena Souza, Lines E A E-1 W.O. 8514-7521 IT IS BY THE BOARD ORDERED that the following settlement and Right of Way Contract are APPROVED and Public Works Director is AUTHORIZED to execute said contract on behalf of the District: Contract Payee and Reference Grantor Date Escrow Number Amount Lines E b E-1 Joseph Sarmento b September 29, Title Insurance $4,200.00 W.O. 8514-7521 Filamen Souza 1977 and Trust Company Escrow No. CO236672 1738 Grant Street, Concord, CA 94520 The County Auditor-Controller is AUTHORIZED to draw a warrant in the amount specified to be delivered to the County Principal Real Property Agent. The County Clerk is DIRECTED to accept said Easement from above-named Grantor for the Contra Costa County Flood Control District. , PASSED by the Board on October 25, 1977. I hereby certify that the foregoing is a hue and correct cope of an order entered on the minutes of said Socrd of Supervisors an the dots afonnaid. Originator: Public Yorks Department, Witness my hand and"Sed of the Board of Real Property Division Supervisors cc: County Auditor-Controller affncsd 25tiday of October _ 1977 J. It..Ot N, Clerk .6 } Deputy Clark Sandra L. Nie on of a 3;.-c- m 1S H^ In the Board of Supervisors of Contra Costa County, State of California OCT 2 5 1977 ' 19 — In 19 —In the mcdh r of Authorizing Attendance at Meeting IT IS BY THE BOARD ORDERED that Kent Little, Educational Consultant, Alcoholism Information and Rehabilitation Service Program, Contra Costa County Health Department is AUTHORIZED to attend the First International Conference on Substance Abuse in Phoenix, Arizona from November 8, 1977 through November 10, 1977. This request is for time only. PASSED BY THE BOARD on OCT 2 S 1977 A " 1 I hereby certify that the fonpaieg is a trw and cm-ed copy of an coda enterrd an the minutes of said Board of Supsr#isom an t6 date aI-nw id. Wit"M my hood and 60 Seal of Ow Boo►d of swpwvbon �► of OCT 2 5 1877affimd 19 Orig: Director, HRA J. R. OLSSON Clerk cc: County Health Officer ' Rent Little '`� �`^" • D "Glerlt County Administrator 407 County Auditor BGG H 24 W75 109A or otherwise, and Subdiwrder shall pay the costs and charges there- for i=ediately upon demand. If County sues to compel performance of this agreement or recover the cost of completing the ismrove=:erts, . Subdivider shall pay all reasonable attorneys' fees, costs cf suit, and a?1 other expenses of litigation incurred by County in connection therewith. T. Assitnment. If before these improvements are completed this - minor subdivision is annexed to a city, the County may assign to that city the County's rights under this agreement and/or any deposit or bond securing theta. 8. Warranty. Subdivider warrants that the said improvement plan is adequate to accomplish this work as promised in Section 2; and if, at any time- before the County's acceptance of the improvements as complete, the improvement plan proves to-.be inadequate in any respect, Subdivider shall hake changes necessary to accomplish the work as promised. 9. No Waiver by CountZ. Inspection of the work and/or materia?s, , or appr� o�or.:�work an or materials inspected, or statement by any officer, agent or employee of the County indicating the *,cork or any part thereof complies with the requi-cements 'of this agreement, or acceptance of the whole or any part of said work and/or materials, or, payments therefor, or any combination or all of these acts, shall not relieve the Subdivider of his obligation to fulfill this contract as prescribed; nor shall the County be thereby estopped from bringing any action for da—ges arising from the failure to comply with any of the terns and conditions hereof. 10. Re _d Hao. In consideration hereof, County shall accept said parc fo with the County Recorder. ..OSTA T_'TiEEl: (seen to below) By Boanea l ' ctr Cha_r=en, 3oa^d o Stile - ATTEST: J. R. OLSSOH, County Clerk By ex officio Clerk of the Board esignate official capacity in the business) By I LE to subdivider: (1) Exacute a gment ora below; and (2) f a corporation, attach-a OCT.241977 ce fied copy of (a) the by-laws or ( ) the resolution of the IL of Directors, authorizing CMM OM ZeC tion• of this contract and e bonds.required hereby. e e tt a e # tt * e *Cktt a e State of California ) (Acknowledgment by Corporation, County o�./eh+.-� �. ) ss• Partnership or Individual) On Polo e. ei- /3/02 y C - , the persons whose natae(rs) is/are sided above for u iv er and who is known to me to be the individ- ual and officer or partner as stated above who signed this instrument, and acknowledged to me that he executed it and that the corporation or partnership named above executed it. _ fes' [NOTARIAL SEAL] >t` l-/ /�:�I G4 - -lop MMMG AL (-o= approves by CM=7 CO=3el 12 6}Votary 13c or, said County and State: (CCC Std. Porro; Rev. 12/74) OMCut.SM rig B:bar -2- INGESORc M.ENGUSCN ` NOTARY PUSUC-CAUFORMA P�fetipdOMiniaCootraCo�eaWrstY . .. -- ::."Ti NIiIOP. SUBDIVISION AGREENEHT (51) Hinor Subdivisio (§1) Subdivi r• 1Lq (Pr,vate Improvements) i a (§1) Frreetive, ate: to ($2) Completion Perin 03) Deposit: (faithfulper S C000 bbond~ S" 1. Parties S Date. Effective on the above da , hee�ount Contra Costa, C fornix, hereinafter called •Co�unt�", and the above- named Subdi,_r, mutually promise and agree as faflows concerning this subdivlsion: 2. Improvements. Subdivider shall construct, install and cowplete private road and street improvements, tract drainage, street signs, fire hydrants, and all improvements as required by the County •Ordinance Code, especially Title 9 'and including future amendments, and all improvements required in`the approved parcel map improvement plan of this subdivision on file in the County's Building Inspection Department. Subdivider shall complete this work and improvements (hereinafter called "work" -within the above completion period from date hereof as required by Section 922-4,808 or the County Ordinance Code, in a good Workmanlike manner, in accordance with accepted construction practices and in a manner equal or superior to the requirements -of the County Ordinance Code and rulings made thereunder; and where there is a,con- flict between the improvement plan and the County Ordinance Code, the stricter requirements shall govern. • r 3. Improvement Security. Upon executing this agreement, Subdivider shall, in accordance with Section 922-4.604 (3) of the County Ord:- nance Code, deposit as security with the County at least the above- specified amount, which is the total estimated cost of the work, in the ser= of a cash deposit, a certified or cashier'scheck, or an acceptable corps=ze surety bond, garanteeing his faithful perfor- mance of this agreement. 4. Indemnitg. Subdivider shall hold barcless and indemnify the indemnitees i"roa the liabilities as defined in this section: A - The indemnitees benefited and protected by this promise are the County, and its special districts, elective and appointive boards,. cormissions, 'officers, agents and employees; E - The liabilities protected' against are any liability or clala for damage of any kSnd aile,gedly suffered, incurred or threatened because of actions defined beUm., and including personal injury, death, property damage, inverse condemnation, or any combination of these, and regardless of whether or not such liability, claim or damage was unforeseeable at any time before the County approved the parcel map improvement plan or accepted the improvements as completed, and Including the defense of any suit(s), action(s) or other proceeding(s) concerning these; C - The actions causing liabill" are any act or omission (negli- gent or non-negligent) in connection with the matters covered by this agreement and attributable to the Subdivider, contractor, subcontrac- tor, or any officer, agent or employee of one or more of them; D - Hon-Conditions: The promise and agreement in this section is not conditioned or dependent on whether or not any Indemnitee has prepared, supplied, or approved any plan(s) or specifications) in connection with this work or subdivision, or has insurance or other indemnification covering any of these matters, or that the alleged damage resulted partly from, any negligent or willful misconduct of any Indemnitee. j. Casts. Subdivider shall pay when due all the costs o1 the work, including inspections thereof and relocating existing utilities •' required thereby. 6. Nonnerformance and Costs. If Subdivider faiN. to complete the " work Paid improvements withi."a the time spec=led in this as_-_-er"ent cr ,. extensions granted, County may proceed to cc= ete then by con0m_*ir►#N. -1 MiuofiknM with board In the Board of Supervisors of Contra Costa County, State of California OCT 2 5 1977 _19 In Mow a# Approval of Agreement for Private Road Improvements in minor Subdivision 28-77, walnut Creek Area. 1AS an agreement with F. E. Hayward (Bill) 2882 Bananza Street, Walnut Creek, California for the installation and completion of private road improvements in Minor Subdivision 28-77, Walnut Creek area, has been presented to this Board; and MMS said agreemaet is accompanied by a cash deposit in the amount of $600 for the fuU amount of the costs for completion of the Improvements required by the Board of Adjustment in approval of said minor subdivision, plus the amount of $300 required by Section 664.99.3(b) of the Subdivision Nap Act (Building Inspection Department Receipt No. 144676, dated lOA3f77)- NOK, THEREFORE, .oa therecaamendation of the Director of Building Inspection, IT IS Br Ti MARD that said agreement is APPROVED and the Chairaan is ADTHORI?SD to execute same on behalf of the County. PASS by the Board an OCT 2 5-1977 I hareby cwtify that dw farogoim- L a t w and co-ed tapir of aw eniw omlwed cw th ulinuhs of said intrad of Supwvisws an bila dale aiarwaid. Wbows my band amd CIM Soal of*e looed of cc: F. E. Ha,}r„rard superwima 9:13ding Insp (2) day of OCT 2 5 1977 . 19 __.. J. R. OLSSOK Ckrk By�r / o.pull►chit V. ¢ob curremz H-24 3/%6 ISm - In the Board of Supw vism Of, , Contra Costa County„ State Of C wornia OCT 2 5 1977 19 In do Momw ci Approval of Agreement for Private - Road Improvements in Subdivision 4861, Walnut Creek ,Area. VEREAS an agreement with C. Gene Crowell, 271 Castle Crest Road, Walnut Creek, California, for the installation and completion of private road improvements in Subdivision 4861, Walnut Creek Area, has been presented to this Hoard; and WEWXAS said agreement is accompanied by Security Bond No. " U 99 70 66 issued by United Pacific Insurance Company in the amount of $36,183.50 for the full amount of the costs for comgLetioQ of the improvements required by the Hoard of Adjustment in approval of said subdivision, plus Payment Bond in the amount of $36,183.50 required by section 66499.3(b) of the Subdivision Hap Act. MA, THM ORS, on the recommendation of the Director of Building Inspection, IT IS BY THE BDARD ORMM that said agreement is APPROVED and . the Chairman is AUTHORIZED to execute same on behalf of the County. PASMD by the Hoard on OCT 2 5 1977 A hOmby 0"tifY dhot tta► foragoift It a twat and ca.ed copy of am ardw antstad an iM aanulas of sold Board of Supervisors an Ow dote atmid. Witsm wry hand and dw Sea of do ieord of cc: C. Gene Crowell su wwal rrs Building Inspection (2) as6nMi this day OCT 2 5 19977 _ 19 d. FL OLSSON, Cork �. yby, w— Dle" Clark H-24 3/76 15m / In the Board of Supervisors of Contra Costa County, State of Caiifomia October 25 1977 in dw tNcMsr of Approving Deferred Improvement Agreement for Subdivision MS 273-76, Brentwood area. The Public Works Director is AUTHORIZED to execute a Deferred Improvement Agreement with William Harrington, e0al, permitting the deferment of construction of permanent improvements required as a condition of approval for Subdivision MS 273-76, Brentwood area. PASSED by the Board on October 25, 1977. .a: 0 l U C. a v 0 a v tL 0 f- 1 hweby cwtify prat #a Fn 1 k a trw and cored cW of am Onhw ortbnd oo tl» minvbs of sold iocwd of Supwviws on Ow daft donsoid. WitRM my hod God dw Sow of dw ioard of afiwd this25 dsry of ocrr,t,ar . 19�,_ Originating Department: PW (LD) cc: Recorder (via P.W.) L R. OLSKW. Ckrk Public Works Director r!' Y DWitY 0*& Director of Planning County Assessor Sandra L. Nielson William Harrington 620 Lynn Ave. �.f Antioch, CA 94509 H-24 4M ISM 01963 In the Board of Supervisors of Contra Costa County, State of California October 25 . 19 77 In the AA~of Approving Deferred Improvement Agreement for Subdivision NS 256-76 Danville area. The Public Works Director is AUTBORIZED to execute a Deferred Improvement Agreement with Leo A Brodeur, eVal, permitting the •deferment of construction'of permanent Improvements required as a condition of approval for Subdivision MS 256-76,Danville area. PASSED by the Board on October 25,1977. tS CM. x o ' v • • c L O a. O U co r I Eby comfy tbat the It, is o tram asd C=.Gd copy of am cedar wftmd on d w WAMAM of said booed of Supe+n 6w$an the date aforsw-11 Vl Nnm my band and dw Sod of lir bard of aimi this 25th day of October . 19 77 Originating Department: PW (LD) cc: Recorder (via P.W.) 1 ft. OI.SSON, Cork Public Works Director Director of Planning sy Do"CkA County Assessor I.eo A Brodeur Sandra L_ Nielson 1350 Country Lane Pleasanton, CA 94566 In the Board of Supervisors of Contra Costa County, State of California October 25 _ 19 77 In the hla"w of Increase in Contract Contingency Fund Danville Boulevard Widening Project Danville Area Project No. 5301-4340-661-76 On the recommendation of the Public Works Director, IT IS BY THE BOARD ORDERED that an increase of $10,000 in the contract contingency fund for the Danville Boulevard widening project is APPROVED, said increase to provide for quantity overruns in several major contract items and to maintain the contingency fund balance to allow for other unforeseen work. PASSED by the Board on October 25, 1977. I hereby cerMy that the F, gas is o true and correct airy of an order a on. d on the minutes of said Board of Supervisors on the dale aforesaid Wilms my hand and the Sed of the Board of Originator: Public Works Department Construction Division affixed this 25tbdolr of_ October 197,E cc: 0. C. Jones and Sons 1520 Fourth Street J. R. OLSSON, Clerk Berkeley, CA 94710 Public Works Director By121-1 - Deputy► Cork County Administrator N. Pous Auditor-Controller H-2i x/56 lSm b 1k. O t0 O V at � R M O K O 6 m ►�+ b 3 :3 5 m R o - o ' k o k VS •� e~. n 5 a tr ♦ 0 a • '�. - i `o�wR • o o • m ism o• w 0 5 �o• 1'.� � � oo� 5 0 N. I.%. SOS = RZ o i s � • Rlno wo a a.RJ 2 1 R O • i♦ o •-• O It� ID�J 4 -"I. a � Ib to W • M w %a'�t �C to/+ • tow �t a C yRz >r� w a o ww ga A& �/r/k.. O0Q to kc a�•ft N tt1 �l•f Ai b C° ` et01 O °' w a R• a. Ib a 1- 2 zatR %D m W N w 0 kto Cb C yat 40 43 0 a a O a to O N 00 qw x y � 2L ¢ss ot. a "119 t3be � . Zp H H p� .3 Z a to 2 2 ►x3 y 4 . �3 p • 1 - t 1 1 t 1 t / r • 1 i / 1 t 1 j t C r C4 c c c c c c c tc o tc IC tc tc I w to to to to to to to v v m e m e e e C!!A2'RPF.li50N: Dr. Charles Phillips srArr Awrs7ArT: Bob Eisenman. Ph.D. -372-2963 372-4206 Carol Augustine 372-2963 lik9mmirp ROSTER EMERGENCY MFQjCAI_�R.F_CI 1iT1EF` �.�. ��• Page 2 of 2 Effective: October 25, 2977 %A w61 4f v Q t» A w %a o o! h h h M �O b tbT � C h FFM.., • � +�. a b a to ': b4 m 3 � � as a � S F•. b a b O ttr ►tet 4 dt tw. 3 Fr gr Cb u b LD h t•• a *• Z w b V h +p Y w ut 2 a x o► x o► to tM w p p j� N 0� F..N to !� O OF 14 Us m N � to "'t M !M too, N Ib Q R to t h O FF F+ h F+ h FM Fs Ft O O V '.� Qi h tC . k i R Fr R R R R P3 S3 0 p! ` O k R R F► h Q O t w^i Q/ Mbi.. 'J lbw 2 h :S lb •J tII :3 '•b �! 919 �«'' a .. � � a► a m = mn ag a -- q. v k b +ox �oRs aF Mia as as N � E! �{ N `�► ti to 3 �3 61 10 to fo W 404 W Cb %a !3i �: H to O O eo a h %a CA U'hb Ab Z.Cr AR a.R o. Av A O► FM F•„ k A. ?t +c O N o to �O N M O ift in b G G h =- V O �! b ,0►$ V W"aT F! b tat D tiF to Q W►t .Ut W !I. ts! A' 46 �w wR �a way we It wrip Co CV Q to R m. w m °' w w w o► .,t • rn w k' #. 't`' alaok at w N N FNs ; o Na o' a 1* o t�,F FNM at a AN6 tNi� w X11 w A m N Atn t�iF W FV.. tS w a Fes•. CNS N tFthO H +~ H H N H OCWa Q_CCF h1 b Q 4!C H N N N w N kFt kM O aarxA 04 Fft � Key b t+! t9 to na a o h ►t h h +--•,-C " ►c �c •a n �c t. x x x a 0 F. t)}. w a t=t Z to oa to b C b b C b a Fr►bh • b ►+ to ��„hF„°yaa t��►yob .` -PQ y �' m2 2 2 2 A t7��t ICet O eft 6 b 4 �! 7a FOF Q 0 tq Oo t10 M h h e� to « ►3 H F! F7 H < �? '^" C C C C a y 4 2 b►I O Z O 2 < M.2: x: a� K �ax a � A x � •� � �'_ trs oo tq a « FOMtvtq y to ryn tv i ' tr A w N ! t ! t i i I •i j ~ 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 -{ C C C C C C C C C C C C C C C . !•+ F- F.. 1++ FM Fr ti F.+ FM �. FM N N H FM •�. SC SC Ic Ic w w w w w w w w w w w w w w w a.. FM FM Fr FM FM FM FM w w w FM Fw a. F.. w fM w !.. FM iM FM N FM F.r F,. it •,n W V? b W �O �D tl 14 10 NO b b 10 b ►w V V V V V V V V V V V V V V V xl �D Oa %0 tb d to: t3 0 %D b Co D, Yi Co tp tI1 CRAISPERWH: Dr. Charles Phillips SrAET ASSISTAH?.- Bob Eisenman, Ph.D. 372-2963 372-4246 Carol Augustine 372-2963 t�e?£RSYiF Rosrex E74ERGENCY I�FTIr .At _a�E _or�t�-r� Page l of 2 01969 Effective: October 25, 2977 :sem t In the Board of Supervisors of Contra Costa County, State of California October 25 , 19 Z2– In the Matter of Membership of the Emergency Medical Care Committee of Contra Costa County Pursuant to the Board's Resolution No. 77/637 dated August 2, 1977, Howard Taek an, M.D. is HEREBY APPOINTED to the Committee as the representative of the Alameda-Contra Costa Medical Association, and Jim valentine is HEREBY APPOINTED to the Committee as a representative of the East Bay Hospital Conference; and the attached membership roster reflecting individual membership. terms is HEREBY ADOPTED. PASSED BY THE BOARD on October 25, 1977. 1 hereby certify that the forepainp b o bw and corred copy of an order erMered on the minutes of said Board of Supervisors on the dates afanmw id. Orig: HRA Director Wdnaas my hard and**Seal of the•oard of cc: Committee 1,AM Health Officer affixed thia25thday of October—# 197Z EMS Coordinator AppointeesN, -Clark Medical DirectorC County Administrator ey Deputy Clark Public information Officer Roe Amdahl County Auditor-Controller U 012 1- H-N3/76ISM In the Board of Supervisors of Contra Costa County, State of California October 25 , 1977 In do Matter of Issuance of Purchase Order for Installation of Guardrail ou Marsh Creek Road, Brentwood Area. W.O. No. 6116-661 The Public Works Director having recommended that he be authorized to make arrangements for the issuance of a Purchase Order to Modern Alloys Co. of San Ramon in the amount of $2961.00 for installation of 200' of guardrail an Marsh Creek Road .5 miles west of 'Deer Valley Road; and The work is classified as a Class 1 Categorical Exemption from Environmental Impact Report requirements; IT 1S BY THE BOARD ORDERED that the recommendation of the Public Works Director is APPROVED. PASSED by the Beard on October 25, 1977• I hereby certify that the fongoinp is a true and correct copy of an order entered on the minutes of said Board of Supentison on the dale aforesaid. Witness my hand and dw seal of the Board of Originator: Public Works Dept. supeevison Maintenance Division aid this 25t;Woy of October 1977 cc: Public Works Director County Administrator J. R. OLSSON, Clerk Purchasing By— PCrst o . Deputy Clerk N.YOUs H-24 S/76 15= r b. Dial and Renarts. He zhall maintain a bound daily diary, noting therein job problems, conferences and remarks; and he shall submit all reports deemed necessary by State and Federal agencies, Architect and Public Agency, which shall be timely and in sufficient detail to satisfy the-purpose of the report. c. Material Records. He shall maintain reeords ,of materials and/or equipment delivered at the site, showing manufacturers' names, catalog, model serial number, style, type, or other identifying information thereon and noting whether they are in strict compliance with the plans, shop drawings and/or specifications, or are approved by the Architect. He shall certify to Public Agency that'all 'materials used in construction' are as specified in contract documents;-.and,. on 'completion and/or installation of each applicable item, he shall collect and- assemble relevant information (including guarantees,'certificates, maintenance manuals, operating instructions, keying schedules,'catalog numbers, vendors addresses and telephone contacts, etc., of mateirials and/or equipment as required); and at the completion of the project, he shall deliver this information to the Architect for delivery to the Public t Agency. - 8. Pay for Services & Reimbursement for Expenses. a. Public Agency shall pay Inspector for these services, at the above rate, for semi-monthly pay periods of the lst through the 15th and 16th through the last day of the month. Payment will be made on the 30th of the month or on the 25th of the month following the pay period If a demand billing is received by the County Public Works Depart- ment on the last County working day of the period. b. ' Mileage-authorized by the Public Works Director or his deputy shall be reimbursed at a rate to be mutually agreed upon from time to time reflecting actual and-changing costs. - 9. Insurance. Inspector shall, at no cost to Public Agency, obtain and maintain during the term hereor.Comprehensive Liability Insurance, 'Including coverage for obined and non-owned automobiles, with a minimum , combined single limit coverage of $500,000 for all.damatges due 'to bodily injury, sickness-or disease, or death to any person, -and damage to property, including the loss of use thereof, arising out of each accident or occur- rence. Inspector shall furnish evidence of such coverage, naming Public Agency, its officers and employees as additional insureds, and requiring 30 days' written notice of policy lapse or cancellation. 10. Enforcement and' Interoretation of Contract. The_Public Agency's, agent for enforcing and interpreting this -Contract is the County's Public Works Director or a deputy. 11. Adjustment or_Comaensation. The rate of compensation may be adjusted by mutual consent of the parties for good cause shown.' Form prepared by County Counsel's Office (CC-61:. :10/76) —3— C, e.ial Records. He shall maintain records of materials and/or equipment uelNered at the site, showing manufacturers' names, cataiog, model serial number style, type, or other identifying information thereon and noting whether they are in strict compliance with the plans, shop drawings and/or specifications, or are approved by the Architect. He shall certify to Public Agency that all materials used in construction are as specified in contract documents;.and, on completion and/or installation of each applicable item, he shall collect and assemble relevant information (including guarantees, certificates, maintenance manuals, operating instructions, keying schedules, catalog numbers,'vendors addresses and telephone contacts, etc.,-of materials and/or equipment as required); and at the completion of the project, he shall deliver this information to the Architect for deiivery to the Public Agency. j 8. Pay for Services b Reimbursement for Expenses_ " a. Public Agency shall pay Inspector for these services at the above rate, for, semi-monthly pay- periods of the 1st through the 15th and 16th through the last day of the month_ Payment will be made on the 10th of the month or the 25th of the month following the pay period if a demand billing is received by the County Public Works Department on the last County working day of the period. b. Mileage authorized by the Public Works Director or his deputy shall be re- inbursed at a rate to be mutually agreed upon from time to time reflecting actual and changing costs. 9. .Insurance. Inspector shall, at no cost to Public Agency, obtain and maintain during the tern hereof Comprehensive Liability Insurance, including coverage for, owned and non-cnined automobiles, with a minimum combined single limit coverage of $500,000 for all damages due to bodily injury, sickness or disease, or death to any person, and damage to property including the loss of use thereof, arising out of each accident or occurrence. Inspector shall furnish evidence of such coverage, naming-Public Agency, its officers and employees as additional insureds., and requiring 30 days' written notice of policy lapse or cancellation. 10. Enforcement and Interpretation of Contract. The Public Agency's agent for en- forcing and interpreting this Contract is the County's Public Works Director or a deputy. 11. Adjustment ofCompensation. The rate of compensation may be adjusted by mutual consent- t of.the parties for good cause shown. =cc -3- µ071 255 . :i S,ecial z:u:;':^r:•:r;-ads ir._--t..rti•:n ::err_ces Cn• :j+-t_n=. Th-,!se special ccn iItIons are =ncCrz.o:��C•i a) puulic :%Z;enc,: Contra Costa County b) Inspector's Name & Address: J. H. Nelson, 1905 Pacheco--B-o-u-T—evard., Martinez, California 9455T c) Ef:cct_.c Dates OctoSer :), 1911 d) Project's Name and Locat_cn: Landscaping at omens Minimum— Security, inlmumSecurit , Work/Education Furlough en er, 734J brooKs2.de Drive, Richmond, e) Rate o: Cowpensatlo. per hour 2. Signature:.. These signatures attest the parties' agreement hereto. PUBLIC R "aC'_' CO to a Cscunt ?te, the /�%J By14V W4. edc=A C•_ P1ib1 c :;orks D11 r e r son d3, Parties. Effective on the aboveboee-Hawed Public Agency (owner) ana the above-na.»ed Inspector mutually agree and promise as follcu::.: 4. Gene:-a! ^califirations & Conditions. Public 'Agency •hereby contracts with :aspector, as one special!, trained, experienced, expert and caa- petent to perfora the special eng-Ineering and administrative services of a construction supervisor and inspector, including those associated, - with the continuous construction supervision position co— .1y known as Clerk-of-zhe-Work,;, in connection with the above construction project, which services are necessarily incident to the services performed for the Public AGenc,' by architects and engineers in the design and con- struction supervizion of construction projects. This agreement does not preclude other employ—ment of the Inspector if it'does not Interfere with the duties and hour-- of --tura_ required herein. 5. Tera. T.hc duration of this contract is the duration of this conztruction project, but either party =7 tern:nate it by giving 30 days advance written novice to the other. 6. General Dutie= S Tin:--ruction The Inspector's construction seper:•inion and _nspectlon services include the following, general duties and instructions: a. Statu= & Rel t'onsh!2 with Public A en5z and Architect. His Inde--e.^.•'-.^._ ccnt act relations-hip :vitas the Public Ae.:!nc, parallels that uhich e-lstz betwsen the Public ACenc, and the Ar chitect; but he i•s sub- ord1nate to the Architect, because the Architect is responsible for the design of the .project and for general supezvlsl0n Oi its Construct'-On pursuant to the Pub:_:. •lpencj-:archlzect agreement. - ai ' Form Approved by County Counsel 1-77 Mkmfitroed with board order b. Diary and Reports. fie shall maintain a bound daily diary, noting therein job problems, conferences and remarks; and he shall submit all reports deemed necessary by State and Federal agencies, Architect and Public Agency, which shall be timely and in sufficient detail to satisfy the-purpose- of the report. c. Material Records. He shall maintain records of materials and/or equipment delivered at the site, showing manufacturers' names, catalog, model serial number, style, type, or other identifying information thereon and noting whether they are in strict compliance with the plans, shop drawings and/or specifications, or are approved by the Architect. He shall certify to Public Agency that all •materials used in construe tiorr are as specified in contract documents;-and, on-completion and/or Installation of each applicable item, he shall collect and. assemble relevant information (including guarantees,•certificates, -maintenance manuals, operating instructions, keying schedules,'catalog numbers, vendors addresses and telephone contacts, etc., of materials and/or equipment as required); and :at- the completion of the project, he shall deliver this information to the Architect for delivery to the Public Agency. 8. Pay for Services & Reimbursement for Expenses. . a. Public Agency shall pay Inspector for these services, at the above rate, for semi-monthly pay periods of the'lst through the 15th and 16th through the last day of the month. Payment will be made on. the 10th of the month or on the 25th of -the month following the pay period If a demand billing is received by the County Public Works Depart- sent on the last County working day of the period b. ' Mileage authorized by the' Public Works Director or his deputy shall be reimbursed at a rate to be mutually agreed upon from time to time reflecting actual and-changing costs. 9. Insurance. Inspector shall, at no cost to Public Agency, obtain and maintain during the term hereof Comprehensive Liability Insurance, 'including coverage for owned and non-owned automobiles, with a minimum combined single limit coverage of $50b,000 for all.damages due •to bodily - injury, sickness-or disease, or death to any person,, •and damage to property_ including the loss of use thereof, arising out of'each accident or occur- rence. Intspector shall furnish evidence of such coverage,- naming Public Agency, its officers and employees as additional insureds, and requiring 30 days' written notice of policy lapse or cancellation. 10. Enforcement and' Interpretation of Contract. The-Public Agency's* agent for enforcing and interpreting this'Contract is the County's Public Works Director or a deputy. 11. Adjustment of Compensation. The rate of compensation ma q lie adjusted by mutual consent of the parties for good cause shown." Form prepared by County Counsel's Office (CC-61:. :10/76) - • -3- ll �3 -` .:I LI: Ciintr::rtor. lie --hall :ialtttain a difr ifled but undLr:.L:s,uln, relaLlonWilp u]th the workmen on the Job but he s!,;ill conduct L:t:..;.ne zz only throuP.h the contractor'u Job superintendent, and shall not a::sure the Contractor's duties; and he shall no; Give Instruction:; directly!to the Contractor's employees) or ::ubcoatr:.:ctor(s); and lie shall Umediately advise the Architect of any case where the Public Agency representatives Live Instructions to the Contractor's czaploye:es. c. Public Ar_ency-Contractor Coordination. Ile shall effectively. n.aintair. doze coordination of the Contractor's work and the owner's requirements by frequent, regular conferences or other suitable means, ` especially where projects involve alteration:; or :codifications of or additions to an exi-sting functioning facility, which must be maintalnGd as an operating unit during conduct of construction work, and therefore require special alertness to Job conditions which may affect such con- tinuing operations. lie shall coordinate necessary interruptions of normal owner activities with the Public Agency and General Contractor beforehand. d. Familiarity with Contract. He shall become thoroughly familiar with all euuit'ract documents including specifications, draw- ings_and addenda; and he shall supervise and check the adequacy and accuracy of required "as built" drawings prepared by the Contractor's employees (see also 7-a, below). e. Personal Presence & Observation. He shall be personally present whenever work. is being performed (even on overtime, night, holiday or weekend basis when so directed), and shall attend meetings.called by the Public Agency, Contractor or Architect; and he shall make direct personal observations of work being performed by the General Contractor and subcontractor(s) for certification to Public Agency-Owner that such work is being performed in a skillful manner and in accordance with the requirements of the contract documents. . f. Advice & Suggestions. He shall advise Public Agency on all"- construction matters, such as suggesting change orders or reviewing con- struction schedules; he shall evaluate suggestions or modifications which- have hichhave been =ade to accommodate on-the-Job problems, and report them with recommendations to the Architect; and he shall review and make recom- nendations to the Contractor ca all pay estimates. g. Pre-Construction Review or Contract Documents. When so directed- by-the Public Agency, he shall perfozm in-depth review or the contract documents before construction begins, and make appropriate recommendations thereon to the Public Agency. 7. Special Duties & In_structions. The inspector's duties specially concerning tine progress or -the work include the following: a. General Records & Files. He shall maintain a file of, and be aware of the contents of, the local, State, Federal, NFBU, NEPA, etc., codes, regulations, directives, requirements, etc., which are pertinent to this project, and are provided by the Public gency; and be shall aaintain •a complete file of all drawings, p :hanse orders, directives, etc., which determine work to be done by the ,,ontractor (see also b-d, above). 0125, r f gr d -2 • 5Pcctax ;crv:ccs CO ..:«:*..»;. :'n;, Z rn-•tt.,,� t�,;� Cond!tl�on:. These special ecS;:F—fon: az.0 Inco_porateci below byrc:"_:�:rce: .AS a) Publ_c Arenc,: Contra Costa County b) Inspector's tt:.^»: S i.:d:-eSJ: bert.G. GradvL o ins rive, Pleasant Hill. California 94423 ~"i' j c) Octo r Z,' L, I d) Project's Project's Name ana Locatic.•:: LandscaEing.at womens snimum Securitv. YorklEducotion Furloughcenter, 541 nroo` cssae"" ura.ve Richmond. 7-441L iz -- --•�� e) to of C=ganaar1ga:�_.$ .6 ger our . •2. Sirnatures. These signatu_-ea attest the pa.-ties' greeinent hereto. PUBLIC AG'"' t ¢•• ?,ublic « tics 9irec ROBERT G. GRADY 3. Parties, Effective on the Above date, the above-named Pub is Agency. -(o«Iter) ana the above--named In.pector rustua?2y agree and promis' as follows: General Cualifteations t Cond_tio:cs. Public-Atency,hereby ciontracts with Z.zspecto4, as a::c specially trined, experienced., expert and co,-.;- petent to perform the special eng'neer—Ing and administrat've services of a construction supervisor and inspector, including those associated' with the continuous construction supervision position co=mo::1y known as Clerk-of-tbe-horses, in connection with the above construction project, thick services are necessarily i cident to the act aces performed :or the Public Agency by archi..ecYS and en&Ineers in the design and con- struction supervision of construcsion p roaccts. ThLs agreement does not preclude other employment of the ?;spector if it does not interfere With the duties and hours of wort requ.red herein. S. Term. Tha duration of this contract is the duration of this construction project, but either party mqy terminate it by giving 30 days advance written notice to the other. 6. General nutiez 3 rnatructlanc. The Inspector's construction super tzion ,n:1 inspection :services include the following general duties. and Snstructions: a. Sta uz Q Re a..iaash!P With Public A;zencv and Architect. His independe-nt cc::. .=.. re3acSo2.hap «_tt tsM Public „ axct• parallels that vhi eh exists bens.-sea the Publ_a ASency and the Architect;. but he Is sub- ore4_nata to the Architect, becau.e the Archltect is responsiblefor the des!;n of the pro+ect and for genera* supervision of it: construction pursuant to the Public A,eene -ArchlIzect agreenenit. n � -77 Fora Approved by.County Counsel t • �Aiero{itrewd•wltFt • t• s b. Diary and Reports. IIe shall maintain a bound daily diary, noting therein job problems, conferences and remarks; and he shall submit all reports deemed necessary by State and Federal agencies, Architect and Public Agency, which shall be timely and in sufficient detail to satisfy the-purpose of the report. c. Material Records. He shall maintain records of materials and/or, equipment delivered at the site, showing manufacturers' names,' catalog, model serial number, style, type, or other identifying information thereon and noting whether they are in strict compliance with the plans, shop drawings and/or specifications, or are approved by the Architect_ He shall certify to Public Agency that all materials used in construction are as specified in contract documents; and, on completion and/or Installation of each applicable item, he shall collect and assemble relevant information (including guarantees, certificates, maintenance manuals, operating instructions, keying schedules, catalog numbers, vendors addresses and telephone contacts, etc., of materials and/or equipment as required); and at the completion of the project, he shall deliver this information to the Architect for delivery to the Public Agency. 8. Pay for Services & Reimbursement for Expenses. a. Public Agency shall pay Inspector for these services, at the. above rate, for semi-monthly pay periods of the lst through the 15th and 16th through the last day of the month. Payment will be made on the 10th of the month or on the 25th of the month following the pay period If a demand billing is received by the County Public Works Depart- ment on the last County working day of the period. b. '_Mileage authorized by the Public Works Director or.his deputy shall be reimbursed at a rate to be mutually agreed upon from time to time reflecting actual and changing costs_ ' 9. Insurance. Inspector shall, at no cost to Public Agency, obtain and maintain during the term hereof Comprehensive Liability Insurance, including coverage for owned and non-owned automobiles, with a minimum combined single limit coverage of $500,000 for all.damages due 'to,bodily. injury, sickness-or disease, or death to any person, •and damage to property including the loss of use thereof, arising out of each accident or occur- rence. Inspector shall furnish evidence of such coverage, naming Public Agency, its officers and employees as additional insureds, and requiring 30 days' written notice of policy lapse or cancellation. 10. Enforcement and Interoretation of Contract. The-Public Agency's' agent for enforcing and interpreting this Contract is the County's Public Works Director or a deputy. 11. Adjustment or Compensation. The rate of compensation may be adjusted by mutual consent of the parties for good cause shown.' Form prepared by County Counsel's Office (CC-61:. :10/76) -3- - L— stmt.. h -.:W: Contraetor. fie shall maintain a dignified but under:4:iudiriC rulatior uhip ul.Lh the uor kmen ori the job but' tic shall conduct busineza only through Lha contractor*:, job superintendent, and shall not azzum-- the Contractor's duties; rend he shall not give instructions directly to Lire Contractor's ersployee(s) or sub contrsctor(s); and he shall immediately advise the Architect or any case where the Public Agency representatives give Instructions to the Contractor's employees. c. Public lrency-Contractor Coordination. Iie shall effectively maintain close coor(Un aLion of the Contractor's work, and the owner's requirements by frequent, regular conferences or other suitable means, especially where projects involve alterations or modifications of or additions to an existing functioning facility, which mast be maintaingd as an operating dint during conduct of construction work, and therefore require special alertness to job conditions which may affect such con- tinuing operations. lie shall coordinate necessary interruptions of normal owner activities with the Public Agency and General Contractor beforehand. d. Familiarity with Contract. He shall become thoroughly familiar with all contract doc=ents including'specifications, draw- ings and addenda; and he shall supervise and check the adequacy and accuracy of required "as built" drawings prepared by the Contractor's employees (see also 7-a, below). e. Personal Presence & Observation. He shall be personally present whenever work is being performed (even on overtime, night, holiday or. weekend basis when so directed), and shall attend meetings called by the Public Agency, Contractor or Architect; and he shall make direct personal observations of work being performed by the General Contractor and subcontractor(s) for certification to Public Agency-Owner that such work is being_ performed in a skillful manner and in accordance with the requirements of the contract documents. f. Advice & Suggestions. He shal] -advise Public Agency on all- construction matters, such as suggesting change orders or reviewing con- struction schedules; he shall evaluate suggestions or modifications which have been rade to acco=odate on-the-job problems, and report them with recommendations to the Architect; and he shall revi.ew'and make recorc- uendations to the Contractor on all pay estimates. g. Pre-Construction Review of Contract Documents. When so directed by-the Public Agency, he shall perform in-depth review of the contract documents before construction begins, and make appropriate recommendations thereon to the Public Agency. . 7. Special Duties & Instructions_. The 'inspector's duties specially concerning the progress of-the work include the following: a. General Records s Files. He shall maintain a file of, and be 3.ware of the contents of, the local, State, Federal, NFBU, NEPA, etc., -odes, regulations, directives, requirements, etc., which are pertinent ;o this project, and are provided by the Public Agency; and he shall aaintain a complete file of all drauings, specifications, contracts, :hange orders, directives, etc., which determine work to be done by the ;ontractor (see also 6-d, above). n1250 ..2- Special cn::.-i•:erSii;-Aldain:ctrativc :service:; Con,trzict ion Superr1s1on A In:nection 1. Special Cond±tions. These rpecial conditions are incorporated below by reference: • a) Public AGency: Contra Costa County ,- b) Inspector's Hamme & Address: Fad-rel RoderickCameron -7751 Valita Drive San Leandro, a i ornia 94577 . C) Effective Date: UCEODer Z3, LVII d) Project's Name and Locatica: 1,5108CApIng at Womengs Mrn-umm Security, Wo /Education EurlouOh_Cen_ter. 847 Brookside Drive : Richmond, 2Y e) .Rate of Compensation:_ 113.65 per hour 2. Sirnatures. These signatures attest the parties' agreement hereto. PUBLIC A '7CY INSPECTOR By Public forks D-rec Laurel Roder k eon 3. Parties. Effective on the above date, the above-named Public Agency (ovine:) and the above-named Inspector mutually agree and promise as follows: �i. General CNalifixations b Conditions. Public Agency hereby contracts with Inspector, as one specially trained, experienced., expert and com- petent to perform the special engineering and administrative services of a construction supervisor and inspector, including those associated with the. continuous construction supervision position commonly Imown as . .Clerk-of-the-Works, in connection with the above.construction project, which services are necessarily incident to the services performed for. the. Pcbiic Agency by architects aad..engineers .in, the design and con-- . structlon supervision of construction projects. This agreement does not preclude other employment of the Inspector if it does not interfere with the duties and hours of worst required herein. ' 5. Tera. The duration of this contract is the duration of this 'construction project, but either party may terminate it by giving 30, days advance written notice to the other. 6. General Datien & Instructions. The Inspector's construction supervision and Inspectlon services include the following general duties and instructions: a. Status A Relationship with Public A-enc; stArchitect. His independent cc::=r-ct relatio:ship with the Public AC_Zcy parallels that which exists between the Public A enc! and the Architect; but he in sub- ordinate to the Architect, because the Architect is responsible for the. design o: the project and ror general supervision of its construction pursuant to the Public Agency-Airchizect agreement. 11249 MlarofiknW with board order Form Approved by County Counsel 1-77 �... 1 b. Diary and Reports. lie shall maintain a bound daily diary, noting therein job problems, conferences and remarks; and he shall submit all reports deemed necessary by State and Federal agencies, .Architect and Public Agency, which shall be timely and in sufficient detail to satisfy the-purpose- of the report. c. Material Records. He shall maintain records of materials and/or equipment delivered atthe site, showing manufacturers' names, catalog, - model serial number, style, type, or other identifying information thereon and noting whether they are in strict compliance with the glans,. shop drawings and/or specifications, or are approved by the Architect. s He shall certify to Public Agency that all materials used in construction are as specified in contract documents; and, on completion and/or - Installation of each applicable item, he shall collect and assemble relevant information (including guarantees, certificates, maintenance manuals, operating instructions, keying schedules, catalog numbers, vendors addresses and telephone contacts, etc., of materials and/or equipment as required); and at the completion of the project, he shall deliver this information to the Architect for delivery to the Public Agency. 8. Pay for Services & Reimbursement for Expenses. a. Public Agency shall pay Inspector for these services, at the above rate, for semi-monthly pay periods of the lst through the 15th and 16th through the last day of the month. Payment will be made on the 10th of the month or on the 25th of the month following the pay period If a demand billing is received by the County Public Works Depart ment on the last County working day of the period'. b. ' M:Lleage authorized by the Public Works Director or his deputy shall be reimbursed at a rate to be mutually agreed upon from time to time reflecting actual and-changing costs. - 9. Insurance. Inspector shall, at no cost to Public Agency, obtain and maintain during the term hereof ComprehensiveLiability Insurance, 'including coverage for owned and non-owned automobiles, with a minimum combined single limit coverage of $500,000 for all-damages due `to bodily injury, sickness�or disease, or death to any person, 'and damage to property including the loss of use thereof, arising out of each accident or occur- rence. Inspector shall furnish evidence of such coverage, naming Public Agency, its officers and employees as additional insureds,-and 'requiring 30 days' written notice of policy lapse or cancellation. 10. Enforcement and Interoretation of Contract. The-Public Agency's' • agent for enforcing and interpreting this Contract is the County's Public Works Director or a deputy. 11. Adjustment of Compensation. The rate of compensation may be adjusted - by mutual consent of the parties for good cause shown." Form prepared by County Counsel's Office (GC-61:. :10/76) -3- .' . 01?. • V. SI:::Lt::: 1, %:I::1: Centrartor. 110 -1:all r, eellttaln a 'C_,,ni.ficd but undt:rstandinG. reluti.onuhip with el,e v:or;:sten oil the job b"'. !:e shall conduct belzine.'"SS only throu,1, the contractor'- job sui,erinterdent, and shall not a::sune the Contractor's duties; and he shall not. gine instructions directly to the Contractor's employees) or subcontractor(s); a::d he slial.l imsediately advise the Arcliiteet of any case where the Public Agency representatives Vivo instructions to the Contractorts employees. c. Public fir ency-Contractor Coordination. He shall effectively maintain close coordination of the Contractorrls Kort. and the owner's requirements by frequent, regular conferences or other suitable means, ` especially where projects involve alterations or modifications of or additions to an existing functioning facility, which must be kmintaingd as an operating unit during conduct of construction work,.and therefore require special alertness to job conditions whichmay affect such con tinuing operations. lie shall coordinate necessary interruptions of normal owner activities with the Public Agency and General Contractor beforehand. d. Familiarity with Contract. He shall become thoroughly familiar Tilth all contract documents including specifications, draw- ings and addenda; and he shall supervise and check the adequacy and accuracy of required "as built" drawings prepared by the Contractor's employees (see also 7-a, below). e. Personal Presence & Observation. He shall be personally present whenever work is being peri'ormed (even on overtime, night, holiday or weekend basis when so directed), and shall attend meetings called by the Public Agency, Contractor or Architect; and he shall make direct personal observations of work being performed by the General Contractor. and subcontractor(s) for certification to Public Agency-owner that such. , work is beim performed in a skillful manner and in accordance with the requirements of the contract documents. f. Advice & Sugmestions. He shall advise Public Agency on all' construction matters, such as suggesting change orders or reviewing.eon- struction schedules; he shall evaluate suggestions or modifications which. have been ode to accommodate on-the-job problems, and report them with recommendations to the Architect; and he shall review and make recon mendations to the Contractor on all pay estimates. . S. Pre-Construction Review of Contract Documents. Men so directed by•tbe Public Agency, he shall perforce in-depth review of the contract. documents before construction begins, and make appropriate recommendations thereon to the Public Agency. . 7. Special Duties A instructions. The _inspector's duties specially concerning the progress or-the woric include the following: a. General Records A Files. Be shall maintain a file of, and be . aware of the contents or, the local, State, Federal, NFDU, NEPA, etc., .odes, regulations, directives, requirements, etc., which are pertinent :o this project, and are provided by the Public Agency; and he shall .:aintain a complete file of all drawi_P, specifications,, contracts, :hange orders, directives, etc., which determine work to 6done by the .ontractor (see also 6-d, above). - • Specialrriz-::t•.rr:r:;,-,1tl�int:tretive ;wr•,rice;, Cor:::tract On::•a::.•r c i:..on ?A Yrinpr.,ct t o,. • +.•».•.��� Co.-Ila'!tIon=. Thos= Ypeclal cCrZYi a—"a inco tsorazed .. below by ref'_rence: •. a) Public nweacj: Contra Costa County bj Insapectcr's :ISN 3 r.rr.:.••ess:___-Robert G. Soto, 985 kens Drive. Ciavton. California a> 94517 ) Effectt-.0 roas-0: October Z5 1971 d) Froscct's Nage and LoCattcn: Ca lag a omens n m SeegritI. W Ecuation Fur ou Center, 847 brooWs-iLae:71 - `- Dive Ri.chmon ' . e} .Rate of Cocepensatien:_ -- .65 per houir 2. Sirnatu_res. :hese signatures attest the.pirties' agreement hereto. PUBLIC il ensLii..SSf?untX. I11SPEC`P0R . By Pybx:c Works Dir e rROBERT. G. S 3. Parties. E.tYecti:•e on the above date, the above-named Pub2le:Rgenc3r (o.cner) and the above-named Inapecto: culturally agree and promise as, follows: o::s: $. General•Coal_*±cation:. & Ccrid'tioas.. Public' Agency.hereby contracts with Inspector, as one specially .:rs .-ed, experienced, expert and. car.- petent to perforce the special engineering and administrative services. or a construction supervisor and inspector, including those associaMed• with .the continuous con-tructicin siipervision .pos.tion ca only, kieo ret as Clerk-of=tae-Wor'rn, in connec_io::;-frith the above constructton'project; which services are necessarily.3.z aldeat. to the services perfor.-edfor the Pubf c Agency by architects and engineers In the design aind con- struct_on supervi=ioa of construction projects. This agreement daps not preclude other employment of the Inspector if 'it does not. interfere with. the duties and hour:. of wo.:: required herein. 5. Tcra. The duration of this contract is the duration of this. construction project, but either,party nay terminate it,by giving 30:% days advance Written notice to the..other. �. General 0•.rtiez 3 instructions. The Inspector's construction supervision and Inspection services include the following generati dirties, and instructions: a. Statue A Relationship with Public Acenev and Architect. His independens curet_a44 rep atio::_:cip with th_ P-sblic Arency para..:els that which exists bets: e w the Public Afency and the Architect; but he is -..tb- ordinate to the Architect, because the Architect is responsible for the. design o: the pro„ect and for general- supervision o: its construction pursue.^z to the Pub:.ic Agency-Archl;ect agreaceent. .� 01243 Fora Approved by County.Counsel 1-77 Micraf3b u r. In the Board of Supervisor of Contra Costa County, State of Colifomia October 25. . 19 77 In dN AAatter of Approving Inspection Services Contracts for Landscaping at Women's Minimum Security, Work/Education Furlough Center, Richmond (4411-4722) The Board of Supervisors APPROVES and AUTHORIZES the Public Works Director to execute Inspection Services"Contracts with Messrs. J. N. Nelson, Robert G. Grady, Laurel Roderick Cameron and Robert G. Soto for contract documents review and inspection services for installation of landscaping at the Women's Minimum Security, Work/Education Furlough Center, 847 Brook- side Drive, Richmond. These contracts art effective October 25,1977 and provide for payment for services in accordance with the standard rates indicated in the contracts. PASSED by the Board on October 25, 1977. hereby certify that the fiorepoh 0 b a true and corrw copy of an cedar wowed on the minutes of said Board of supervisors on the dale ofonwaid. Originator: P. W. Dept. Vrde my hand=pd dw Seal of the board of Bldgs and Grnds supwvimm affnoed this 25th day of October . 19 77 cc: Public Works Department Agenda Clerk Arch. Div. , J. R. OLSSON: Clerk County Administrator Sy /� v , p k P. Burton C1u!i. Fous County Auditor-Controller J. Dye Inspectors 01245 H•24 3/7615m { G In the Board of Supervisors of Contra Costa County State of California OCT 2 5 1977 . 19 in the Matter of Authorizing Attendance at Meetings IT IS BY THE BARD ORDERED that the persons listed below are AUTHWZED to attend the following meetings, charges to be at County expense unless otherwise indicated: NAME & DEPAPaMENT MEETIM DATE 0. H. Wood, M.D. Presentation, HEW-EPSUr October 29, 1977 J. henna, M.D. (Grant Ids) to D. R. Meyer American Public Health Assn. November 4, 1977 Health Meeting (Time Only) Washington, D.C. PASSED BY THE BOARD on OCT 2 5 1977 I hereby co6ifp that is a inn oed coned copy of an order entered on the minutas of said Board of supervisors on Ow dole wfairesoid. Orig: Director, HRA Wvre my hand and do sed of the Board of cc: Dr. 0. H. ltiood,Health Dept. Swmvims Dr. J. Khanna, damsday of OCT 2 5 1977. 19 •• •• D. R. Meyer, �• — County Administrator County Auditor-Gontroner J. Rf OLSSON. Clark Deputy Clerk 01244 H-J4 3/716 13m f M Ctk% MA COSTA COUNTY i'LAN,Ii INC DEPARTMENT NOTICE OF �Completion of Environmental Impact Report lXXXXINegative Declaration of Environmental Significance Lead .Agency Other Responsible Agency Contra Costa County c/o Planning Department P.O. Sox 9SI Martinez, California 94553 Phone (415) 372-2032 Phone EIR Contact Person K oody Contact Person PROJECT DESCRIPTION: O.C.DEVELOPMENT&CONSTRUCTION CO.(Applicants&Owners),County Fete X3012- _ , : he applicants request final t;plan approval for multiple group. Subject. - property is described as follows: A descriptive parcel fronting 160 feet on the east side of Sierra Drive,approximately 70 feet south of Sierra Drive,in the Walnut Creek area. (M- 4)CCT 3430) The proposed project conforms with the existing zoning which predates thecurrent General Plan designation of median density.single family residential. The arriaunt and extent of grading required to develop the parcel should be carefully evaluated during development plan review to forestall surfoce runoff from being directed onto adjoining properties. • E It is determined from initial study by .larges , of the t XXY Planning Department that this project dies not save significant effect on the environment. Justification for negative declaration is attached. F---IThe Environmental impact Report is available for review at the below address: Contra Costa County Planning Department. 4th Floor, North Wing, Administration Bldg. Pine $ Escobar Streets ISM Martinez. California y� ` D3QPost 'LVF.IJ ISM Final date for review/,appeal dwE 24 Planning Depart gni Representativecra=it withlCxcKclac, I I Cl � vtariw.r.�.IUJ.rn.. /f ^^�('� r PrlJrwlt •(,rurirrrrrtm _..rrtfl Miff � � co.--rta Donau![:.Anderson ..141 9-*53coily Atrsnt R.l;ompagro - ratsr6nr; Carolyn D.Phillips ..MIwMY a.tr.'I...r.rt 00th.p1!'t.xrninp RorL-o Jach Stoddard Phone_ i7?-'l)3l Richmond 1Ydliam V.Walton PIGrarrt Hili Andrew H.Young to Alarm September 21, 1977 P.C. Development $ Constniction Co. 2363 Boulexnnrd Circle, Suite 12 Walnut Creek, California 94595 Gentlemen: This letter is to inform you and all other interested parties that on Tuesday, September 20, 1977, the Board of Appeals considered your appealed application for final development plan approval and approved your application with revised conditions (copy of conditions attached). ordinance Code Section 26-4.2406 states that an aggrieved party may appeal a decision of the Board of Appeals to the County Board of Supervisors for review and determination. This section umuld apply to ;you as the applicant in relation to the conditions- irglosed on the permit or to those urho were in opposition to the granting of your permit. , An appeal by gnu or other interested parties will require a written notice of appeal stating YOUR RE1MIG for the appeal anal a filing fee of $60_00 with your letter of appeal. An appeal and fee must be received by the Planning Department Office within fifteen (15) calendar days from the date of action---in this instance, by 5:00 P.M., Wednesday, October 5, 1977. - If no appeal is received within the date and time specified, the action of the Board of .'Appeals becomes final at that time. Very truly yours, Anthony A. Dchaesus Director of Planning . Gunther Boccius, Chief, Zoning Administration 1V1i)/GB/r At talc i meat - Condit' cc: file #3021-77 - Steven Kay, Attorney141242 Geo, A. Peters Jena- l'. Loving Hobert lel. Isaacs Mtcraiiimed with board order ortinent, Contra Costa County 10/4177 Page 2 In conclusion we ask that the density be severly reduced or the zoning thrown-out all together. If the neighborhood is asked to live with this left-over, non-conforming • zoning, that this development be required to conform to the exact conditions and spirit of the previously approved plan put forth by the Scott Company, namely: 1. Density not to exceed 16 units. 2. All single story units. 3. No deferred improvements. 4. Complete road and drainage improvements. Our$60.00 fee and appeal is hereby submitted. Sincere Jerry P. Loving, Architect cc: City of Walnut Creek ' Supervisor Robert Schroeder Nlicrofiimed with board order S- 77 JERRY LOVING, ARCHITECT per { / r J October 4, 1977 Planning Department Contra Costo County Administration Building Martinez, CA. 94553 RE: Development Plan 3012-77 Walnut Blvd., Walnut Creek, CA. Gentlemen: This letter is to register our appeal of the recent planning commission decision on the subject project. My appeal is concerned with the following: A. The zoning is inappropnote for the area -not in conformance with the general plan of the area either the county or city of Walnut Creek. The site is surrounded by RAO single story, single family homes. The "zoning" is left-over from o previous unsuccessful subdivision proposal,of the defunct Lou Scott Company. The natural dividing time for land use charge is at the intersection of Walnut Blvd.and Sierra Dr. B. The site plan is too dense. The site was originally zoned for 16 single story units to be sold as single fomilyhomes. This plan calls for 17cpt units, many of which are 2-stary in configuration. This in the midst of an R-10 area is very excessive. Suggest that a compromise could be three (3)or four (4)duplex units all single storyto blend in with the homes surrounding. (Like Sutter Mill Ct.) _ C. Item 1 of the approved conditions calls for deferred improvement of certain road and drainage improvements. This is inconsistent with the conditions imposed on the previous developer. If deferred these required conditions would impose a flood safety and road traffic hozzard. We submit that all required improvements, short of the 84"0 pipe, be installed with this development very much like subdivision 4112 to the north. 1200 Mt.Diablo Blvd..Walnut Creek.California 94596 (415)944-1626 Microfilmed with board order, z of vww.y Gwn.wission Nlewfbwe. _ Cor :ra Nhtliam L.Milano f ��� Titrsbw7—Clsaimum _-.,n nuitdutg.Muth Wwig a Donald E.Andwwn .wartine:.Cal,luniia 93553 Canty a R.�" " _ Ma.tinet canftAMq A_nooehaeum oweeto•of Pfau—" .,,1, Ftodeo O.Vhiuiys . Rodeo .tads Stoddard Phone- 372-2031 /" Richmond tllydr"M V.walteiw Pleasant HW Andrew H.Young Alamo October 11, 1977 Mr. J. P. Loving 1200 Mt. Diablo Boulevard Walnut Creek, California 94596 Dear Sir: This letter acknowledges receipt of your letter of appeal and the filing fee of $60.00 in the development plan application of D. C. Development A Construction Co., #3012-77. Receipt No. G-529624 was issued you on October 5, 1977, for same. 'the material relative to your appeal is being forwarded to the Clerk of the Board of Supervisors with duplicate copies to each supervisor. .The Clerk of the Board of Supervisors will list your appeal on the Board's calendar and a time and date will be set for a public hearing on your appeal before the Board of Supervisors. The Clerk of the Board will notify you and all other interested parties of that time and date. Questions relative to the appeal should be directed to the Planning Depart- ment. Questions relative to the date and time of your appeal hearing should be dir- ected to the Clerk of the Board at the following telephone number - 372-2371- Should you have questions on any of the above information, do not hesitate to call either office. Very truly yours, Anthony A. Dehaesus Directorr,of Plannin By: 7G✓Gl ljtLLI.G� Gunther Boccius, Chief, AAD/GB/v Zoning Administration cc: File 3012-77 D.C. Development b Construction Co. Steven Kay, Attorney Geo. A. Peters Robert H. Isaacs Clerk of the Board of Supervisors Supervisors, District: I, II, III, IV, V. jV4uo:%med with boord order Development A Construction Co.. 13012-77 ? drain along the property's Walnut Boulevard frontage (estimated to be $13,000 to 515,000) not to exceed $20,000. P. An encroachment permit shall be obtained from the City of Walnut Creek -for driveway connections and other construction within the right-of-way of Walnut Boulevard.; The foregoing order was given by the Board of Appeals at a regularly scheduled meeting on Tuesday, September 20, 1977, as follows: AYES: Commissioners - Anderson, Phillips, Walton, Milano. HOES: Commissioners - Andrew H. Young. ABSENT: Commissioners - Cowpaglia, Stoddard_ ABSTAIN: Commissioners - Hone_ WILLIAH L. PULAHO " Chairman of the Planning Commission of the County of Contra Costa, State of California DATE: 12 October 1977.. ATTEST: g ny . De esus, Director`o P anning, /.Conttz Costa Co?nty, State/of California RECEIVED OCTAL 1977 J.L«sem cLEK BOA OFSUMVISM -4mkrofilnied with board.occar - u.C. Develo;xaent L Construction Co. 13012-77 / S. Comply with the requirements of the County Building Inspection Department, as follows: A. If processed as a major subdivision, a soiid report, grading plan and private road bond and related fees may be required. 9. Comply with the requirements of the County Public Works Department, as follows: A. Convey to the County by Offer of Dedication 7-feet of additional right- of-way on Walnut Boulevard as required by the planned future width of 32-feet. B. Convey to the County, by Offer of Dedcication, a 20-ft., wide drainage easement contiguous to the widened right-of-way line and encompassing the ditch along Walnut Boulevard. C. In accordance with Section 94-4.414 of the Ordinance Code, the owners of all existing easements within areas-to be conveyed to Contra Costa County shall consent to the conveyance of those areas. D. The above instruct/s, which must be executed by the owner/s before any building permit can be issued will be prepared by Public Works Department, Land Development Division. E. No permanent structures other than drainage structures shall be constructed within or over any dedicated drainage easement. F. Submit site grading and drainage plans to the Public Works Department, Land Development Division, for review prior to the issuance of any building permit or the construction of site improvements. G. The finished floor elevation of any structure shall be at least 1.5 feet higher than the top of curb on Walnut'Boulevard. H. Execute a Deferred Improvement Agreement with the City of Walnut Creek obligating the parcel involved in this permit which shall require that the owner: I. Collect all stony water flows entering and originating within the sub- ject property and carry them in an adequate drainage facility to the existing roadside ditch and to the existing storm drain system at the easterly end of Subdivision #4112. J. Enlarge the existing channel along the Walnut Boulevard frontage. This enlargement shall be continued downstream to the improvements for Subdivision 14112. The design now rate shall be 220 cfs. K. The developer shall obtain the necessary rights of entry or easements required for the off-track work to enlarge the existing channel. All necessary documents shall be submitted prior to the filing of the Final ]tap. L. A means of passing flood water and sheet flow of. storm water through and around the subdivision from south to north and back to the existing channel (and/or the existing storm drain system at the easterly end of Subdivision 4112) must be provided with- out changing the drainage pattern insofar as it affects other properties. ti. Install all new utilitity distribution services underground. N. Subrdit improvement plans to Public Works Department, Land Development Division, for review; pay an inspection fee and applicable lighting and fire hydrant fees. .Overall curb grade plans will be prepared by the Public Works Department for use by the applicant in the preparation of specific improvement plans_ The review of improvement plans and the payment of all fees shall be completed prior to the clearnande of any build- ing for occupancy by the Public Horks Department. 0. Hake a cash contribution of the estimated cost of the ultimate store -3- Maotitmed with board` 0. C. DEvelooment & Construction Co. 13012-77 / WHEREAS, the Board of Appeals CLOSED the public hearing to view the site and the surrounding area on field trip; to discuss the matter at their study-session meeting and to render a decision at said study session meeting of September 20, 1977; and MEREAS, the Planning Commission`on Friday, September 16, 1977, visited the sub- ject property; and ROW. THEREFORE, BE IT RESOLVED that the Board of Appeais, 'after having fully reviewed, considered and evaluated all the testimony and evidence submitted in this appeal matter. DERIIES both appeals, that of the applicant, D. C. DEVELOMENT & CONSTRUCTION CO., and Messrs. J. Loving and Geo.'A. Peters, et-al, and instructs the staff to'revise the conditions to be imposed as follows: 1. Development shalt be as shown on the revised plans dated by the planning Department on July 27, 1977. 2. Prior to the issuance of a building permit, architectural design of all proposed buildings or structures shall be submitted for final review and approvalby the' County Zoning Administrator. Color and types of materials used for the roofs and exterior walls of the proposed buildings shall be indicated on the plans. The roofs and exterior walls of all buildings shall be free of such objects as T.V_ aerials, air conditioning unit, electric or gas meters. 3. Comply with landscape and irrigation requirements as.follows: A. prior to the issuance of a'building permit, a landscape and irrigat- ion plan shall be submitted for review and approval by the County Zoning Administrator, Special attention should be given to the use of.drought resistant plans and shrubs and drip type irrigation systems_ The plans shall' include a cost estimate or copy of contract for 100% of the cost of the installation of the landscape and irrigation improvements. All landscaping and irrigation shall be installed prior to occupancy. B. If occupancy is requestedpriorto the installation of the landscape and irrigation improvements, then either: (1) a cash deposit; (2) a bond; or (3) a letter of credit shall be delivered to the County for 100 percent of the estimated cost of the'uncom- pleted portion of the landscaping and irrigation improvements. If compliance is not achieved after six (6) months of occupancy, as determtined by the County Zoning Administrator, the County shall contract for the completion of the landscaping and irrigation improvements'to be paid for by the held sum. The County shall'return the unused portion within one (1) year of receipt or at the completion of all kork_' If drought conditions exist, thesix months' period can be extended by the Zoning Administrator. C. All landscaped areas must be maintained in good condition at all times.. 4. All off-street parking and driveways shall be surfaced with an asphaltic or Portlandcement binder or similar material and shall be graded and drained so as to prevent the ponding of water. S. A six (6) foot nigh solid board decorative fence shall be installed along- the exterior boundary of the property. 6. All exterior lights shall be directed so that they shine onto the applicant's property and not toward adjacent,properties. 7. All signs are subject to review and approval by the.County Zoning Administra- tor prior to installation and shall be limited to site idenfication only. Mkroiitcned with board cram, BEFORE THE BOARD OF APPEALS COMM COSTA COUNTY, CALIFORNIA IThe Matter of an Appeal by J. P. Loving, of: -Development Plan Application #3012-77, O. C. 'DEVELOP- HENT & CONSTRUCTION CO. - In the Walnut Creek Area. 7 WHEREAS, on February 29, 1977, the applicant-owner, D. C. DEVELOKOff b CON- STRUCTION COMPANY, filed an application, 13012:77, to gain approval of an 18-unit condo- minium project; and WHEREAS, the-subject property is described as being a descriptive parcel front- ing 160-ft., on the east side of Walnut Boulevard, approximately 70-ft., south of Walnut Boulevard in an ?1-4 Zoning District, in the Walnut Creek Area; and WHEREAS, a Negative Declaration of Environmental Significance was posted.on this application on June 15, 1977; and WHEREAS, after notice thereof was duly, regularly and lawfully given, a public hearing was held by the County Zoning Administrator on August 8, 1977, whereat all persons ': interested therein might appear and be heard; and WHEREAS, the Zoning Administrator, having fully reviewed, considered and evalu-„ ated all the testimony and evidence submitted, APPROVED said application with conditions - based on his findings that the application was consistent with the M-4 Zoning even though it does not comply with the County General Pian or the City of Walnut Creek's prezoning of Single Family Residential District (R-10); however, the Zoning Administrator felt that the purpose of the M-4 Zoning is to provide,# transitional use and the subject plan accommo- dates that feature. Approval of this project could set an undesirable precedent of establishing uses'.. that do not conform to the general plan; however, most of the land in this area is,:developed, .,` so the likelihood of similar applications is minimal; and WHEREAS, on August 19, 1977, the applicant, D. C. DEVELOPMF34T & CONSTRUCTION CO., appealed Condition 19 (0) of Public Works Department's conditions of approval; and WHEREAS, on August 23, 1977, Hr. George Peters, an area resident, acting on hehalf of homeowners on Van Cleve Lane and Hr. Jerry Loving, appealed the Zoning Adminis- . . trator's decision in approving the application; and 1►1HEREAS, on Tuesday, September 13, 1977, the Contra Costa County Planning Comm= ission sitting as the Board of Appeals, revieeed the two appeals by hearing the applicant,. the appellants and all other interested parties in relation to the matter; and_ Microfiiniesd with board order, r` . the following people should be notified of your Board's hearing date and time in the matter of the Appeal of J. P. Loving of Development Pian Application w3012-77, D. C. Development K Construction Co. D.C. Development b Construction Co. (Applicant & Owner) 2363 Boulevard Circle #2 Walnut Creek, California 94595 Steven Kay, Attorney 100 Webster Street Oakland, California 94607 Mr. Geo. A. Peters 1 Van Cleve Lane Walnut Creek, Calif. 94598 J. P. Loving (Appellant). 2773 Walnut Boulevard + Walnut Creek, Calif. 94596 Mr. Robert H. Isaacs 35058 Mt. Diablo Boulevard Lafayette, California 94549 Mr. W. K. Jones _ 1085 West Honny Drive Walnut Creek, Calif. 94593 City of Walnut Creek Planning Department- 1501 epartment 1301 North California Boulevard Walnut Creek, California 94596 Miaarfikned with ba 4W 14 RECEIVED `t`Y CO%nM C=A C0UfMr OCT /41977 PLANNING OWAR1MENT 1.R our CM. NA"of RMWUM To: Board of Supervisors DATE,: 12 October 1977 Attn: Clerk of the Board FROM: Anthony A. Dehaesus 3UL!SCT:APPEAL of Final Development Plan Director of Planni #3012-77,'.D.C. Development B Construction. Co by J. P. Loving - Mal nut Creek;:Area.; . APPLICANT/OWNER: D.C. Dev lopnent E Construction Company'* 2363 Boulevard Circle#2,• Walnut , California 94595. REQUEST: Final Development Plan approval for multiple group development (18 unit con- dominium). PROPERTY DESCRIPTION: A descriptive parcelfronting160-ft., on-the-east side of Walnut Boulevard, approximately 70-ft., south of Walnut Boulevard : Walnut.',: Creek Area. PUBLIC HEARING: 8 August 1977, Zoning Administrator. DECISION: Approve application with conditions: APPEALED BY: Applicant on September 19, 1977, Condition #9 (0) and by Mr. Geo. Peters, et al, based on the Zoning Administrator's approval of the application. ;. PUBLIC HEARING ON-APPEAL: Board of Appeals, September 13, 1977. DECISION: Board of Appeals DENIED both appeals;.granted the permit with revised con- ditions (see conditions incorporated into resolution). APPEALED BY: J. P. Loving (see appeal letter attaebed) t + + + + + + + + + + + + + + + + + + + ++-+ + + + + + + + + + + + f + + + + +.+ + + + See attached sheet for people to notify for your Board's hearing date and time. + + + + + + + + + + + + + + + + + + + + + + + + + + + •t + f + + + + + + + + + + + + + + AAD/v cc: File #3012-77 Supervisors, District: I, IL, III, IV, V. Attachments: Resolution of Board of Appeals. Copy of appeal letter Copy of Notification of appeal time & date. Copy of Area Map. Copy of Acknowledgement of Appeal. Copy of Staff Report & Zoning Administrator's Minutes. Copy of Minutes of Board of Appeals. Copy of Negative Declaration of Environmental Significance. Miuof find wish (R� t In the Board of Supervisors of Contra Costa County, State of California October 25 . 19.77 In the Matter of Appeal of Mr. Jerry P. Loving from action of the Board of Appeals on Application for Approval of Final Development Plan No. 3012-77, Walnut Creek Ar a_ ZHEMEAS on the 20th day of September, 1977 the Board of Appeals conditionally approved application of D. C. Development & Construction Company for approval of Final Development Plan No. 3012-77 for an 18-unit condominium project; and WHEREAS within the time allowed by law, Mr. Jerry P. Loving filed with this Board an appeal from said action; NOW, TM1EFOPX, IT IS ORDERED that a hearing be held on said appeal before this Board is its Chambers, Room 107, Administration Building, MAY nez, California, on Tuesday, the 22nd day of November, 1977 at 11:05 a.m., and the Clerk is DIRECTED to give notice to all interested parties. PASSED by the Board on October 25, 1977. 1 herby co ify that the Fa 94 Is a Inm and Correa copy of an order dee ad an the aaoutss of said Board of Supereimn on"does afotewid. CC: Mr. J. P. Loving WdrAw my bond and the Sect of*a Board of D. C. Development Co. List of Names Provided affi"d ,25ttaoy of October___, 19 77 by Planning Director of Planning . .OL,SSC)N, Clerk _Icy Do" CIwk Ronda Amdahl H-a;;;GISm i'O�. A COSTA COUNTY i W'imm oulAwn%Z....r NOTICE OF Completion of Environmental Impact Report Negative. Declaration of Environmental Significance Lead Agency Other Responsible Agency Contra Costa County c/o Planning Department P.O. Box 951 Martinez, California 94553 Phone (41S) 372-2031 Phone EIR Contact Pe_cson Alice Bonner Contact Person PR JECr DESCRIPTION: CHARLES PRINGLE (Applicant) - IDA KIDWELL (Owner) County File 2145-RM- The app can rem approval to rezone-2T. acres nom General Agriculture District A-2 to Single Family Residential District R--40. Subject property is located at the easterly terminus of Randy Lane,approx.1950'east of Minnesota Avenue in the Brentwood area. A minor subdivision(MS 127-76)was approved for 2 one acre parcels with the condition that the applicant apply for a rezoning. The Project Will Not Have A Signifeant Effect On The Environment Although the project does not conform to the proposed East County Area General Plan(10 ae.min.)simmer vsrg loan density residential development has occurred west of the site on Randy Way(Sub. =,'94). The site is subject to flooding and the local soil type isnot suited for building. However, these impacts may be mitigated with appropriate construction ' methods. The site and surrounding area was mice intensively farmed, but the area has • been converted to residential use. It is determined from initial study byes noof the XXX Planning Department that this project ot have as gnzficant effect on the environment. IIJustification for negative declaration is attached. r--7]The Environmental Impact Report is available for review at the below address: Contra Costa County Planning Department 4th Floor. North King. Administration Bldg. Pine & Escobar Streets Martinez, California 1-2 to Pas A� 3 15rn Final date for reviewlappeal )a a - anning Departa nt epresentative t 7A - ArI 177-77 Ar fA Rezone /. f ♦" `♦f/ w` f'f �,.-. ff From To i 1 f�aE. 1*2 asrrooa "ell A f / �"' --��i rf f�,,"I ,�! •� � 1 ./!��''�! �� _ ..,•! l off f i 1, DOW"D E ANDERS W , Choirmon of the Contra Costa County Planning Commission, State of Colikwnio, do hereby certify that this is a true and correct copy of A Pawned Or Evora" rf3{vts{at�{ �:eTes�►1.r[Arrtrt�fes`i�r*� Cassw�Y�Ciurntw_tr_ indicating thereon the decision of the Contra Costa County Planning Commission in the matter of s"�mittt�is PUSI&SLa Jtrmon of the Contra Costa County Planning f Planning Commission, State of Calif. ATT, T: Sgcrret'ary of the'Contra Cos Ca:csty ` Planning Com4ission, S of Calif. ' FindingSr M kxxai:rrd with board,order RESOLUTION NO.82-1977 BE IT FURTHER RESOLVED that the Chairman and Secretary of this Commission shall sign and attest the certified.00py of this resolution and deliver the same to the Board of Supervisors all In accordance with the Government Code of the State of California. The instruction by the Planning Commission to prepare this resolution was given by motion of the Planning Commission on Tuesday,October 4, 1977,by the following vote: AYES: Commissioners- Walton,Milano,Young,Phillips,Anderson NOES: Commissioners- NONE. ABSENT: Commissioners- Compaglia,Stoddard. ABSTAIN: Commissioners- NONE. I, Donald E.Anderson,Chairman.of the Planning Commission of the County of Contra Costa,State of California, hereby certify that the foregoing was duly called and held in accordance with the law on Tuesday,October 11, 1977,and this resolution was duly. and regularly passed and adopted by the following vote of the Commission. w AYES: commissioners- 11%taao, Phi1t4p&, Stodda4d, young, WaUon, Andeaon. NOES: Commissioners- None. ABSENT: Commissioners Mbe*t R- - ABSTAIN: Commissioners- None. C11airman of the Manning mission the County of Contra Costa,State of California; ATTEST: A __X RECEIVED. ✓Countf the y of o tra StaManning te o�fialtfornia OGT/3 1977 J. R OMON WAND OF SUPONMOM =Maw=GO. -Z- Miaa,i:med with board or8K RESOLUTION NO.82-1977 RESOLUTION OF THE PLANNING COMMISSION OF THE COUNTY OF CONTRA COSTA, STATE OF CALIFORNIA, INCORPORATING FINDINGS AND RECOMMENDATIONS ON THE REQUESTED CHANGE BY CHARLES PRINGLE (APPLICANT) IDA KIDWELL (OWNER) (2143-RZ), IN THE ORDINANCE CODE SECTION PERTAINING TO THE PRECISE ZONING FOR THE BRENTWOOD AREA OF SAID COUNTY. WHEREAS, a request by CHARLES PRINGLE (Applicant) IDA KIDWELL (Owner) (2145-RZ), to rezone land in the Brentwood Area from General Agricultural, District (A-2) to Single Family Residential District (R-44 was received by the Planning Department Office on June 2, 1977;and WHEREAS, a Negative Declaration of Environmental Significance was posted on August 3, 1977;and WHEREAS% after notice thereof was lawfully given,a public hearing was held by the Planning Commission on Tuesday, October 4, 1977, whereat all persons interested therein might appear and be heard;and WHEREAS, the Planning Commission having fully reviewed, considered and evaluated all the testimony and evidence submitted In this matter,and NOW, THEREFORE, BE IT RESOLVED that the Planning Commission recom, • mends to the Board of Supervisors of the County of Contra Costa, State of California, that the rezoning request of CHARLES PRINGLE (Applicant) IDA KIDWELL (Owner) (2143-RZ), be APPROVED for change from General Agricultural District (A-2) to Single Family Residential District(R-40),and that this zoning change be made as is indicated on the findings map entitled: A Portion of Bryan Division Sector 1, Contra Costa County, California. BE IT FURTHER RESOLVED that the reason for this recommendation is as follows: (1) The proposed rezoning is a result of a condition of approval of a minor subdivision in which parcel map has been recorded. (2) Is consistent with the pattern of development of surrounding areas. 1)�LL.L7 MDCiOii �ad with board order ;m /000' t RECEIVED CCWTM C=A COUPnY OCT/31977 PLANNING ONARTMENT I a. oisaoer ctaac WAYo of SUPMisoas TO: Board of Supervisors DATE: 12 October 1977 Atte: Clerk of the Board FROM: Anthony A. Deb 4 SUBJECT: REZONING: Charles Pringle (Applic) Director of P Ida Kidwell (Owner) - 2145-RZ - 2.2S Acres, A-2 to R-40 - Brentwood Area (S.D. V) Attached is PlanningResolution No. 82-1977, adopted by the Planning Cama fission on 4uesday, �1.1. 1977 by a vote of 6 AYES I ABSOff (Albert R. Compaglia). This application was reviewed by the Planning Camission on Tuesday October 4, 1977, anc was approved for a change from General Agricultural District (A-2) to Single Family Residential District (R-40) by a vote of S AYES - 2 ABSENT (Campaglia, Stoddard). The subject property is described as being approximately 2.25-acres fronting about 90-feet at the southeast terminus of Randy Nay, approximately 200-feet east of Minnesota Avenue, in the Brentwood Area. The following people should be notified of your Board's hearing date and time: W. Charles Pringle (Applicant) Post Office Box 6S8 Brentwood, California 94513 • W. Ida Kidwell (Owner) Route 12, Box 282-N Brentwood, California 94513 A D/v Attachments: Resolution, Findings Map, Area Map, Neg.EIR, Staff Report, Minutes. cc: File #214S-RZ Mr. Charles Pringle Ms. Ida Kidwell Supervisors, District: I, H. III, IV, Y. �-o.itnu j %vith board o[da< u. in the Board of Supervisors of Contra Costa County, State of California October 25 -01977 In the Molter of Report of the Planning Commission on the Request of Air. Charles Pringle, Applicant, (2145-8Z) to Rezone Land in the Brentwood Area. Ms. Ida Kidwell, Owner. The Director of Planning having notified this Board that the Planning Commission- rec (2 approval of the request of Air, Charles Pringle, applicant, (2145-RZ) to rezone approximately 2 acres located at the easterly terminus of Randy Lane, approximately 2000 feet east of Minnesota Avenue, Brentwood area, from General Agricultural District (A-2) to Single Family Residential District-40 (R-40); IT IS BY THE BOARD ORDERED that a hearing be held on Tuesday, November 22, 1977 at 11:00 a.m. in the Board Chambers, Room 107, Administration Building, Pine and Escobar Streets, Martinez, Califonria. IT IS FURTHER ORDERED that the Clerk, pursuant to code requirements, publish notice of same in the ANTIOCH DAILY LEDGER and give notice by mail to all persons shown on the last equalized ' assessment roll as owning real property within 300 feet of the • property which is the subject of the proposed zoning change. PASSED by the Board on October 25, 1977. I hereby certify that the fotepoiwo is a tm and correct aW of an order eiNard on the nunutes of said sowd of Supervisors on the dab ofansoid. CC: Air. Charles Pringle Whom my hand oW Ow Seal of the load of, Ms. Ida Kidwell Supe.vnols Director of Planning aWbod dds-251bdsp of octoher . 197-L J. CAwk r �� f Deputy CW& l Ronda Amdahl In the Board of Supervisors of Contra Costa County, State of California Qr.ta}Pr ?r, . 19 7 In the Matter of East Bay Municipal Utility District's Resolution pertaining to ::meroency and Non-emergency Distribution of Water in the Oakland-Berkeley Hill Area. The Board 'having received an October 11, 1977 letter from Mr. John S. Harnett, General Manager, East Bay Municipal Utility District, transmitting a copy of a resolution adopted by the District Board of Directors which continues the present classification of temporary emergency distribution facilities in the Oakland-Berkeley hill area and precludes use of the facilities for domestic water service; and Mr. Harnett having advised that applications for service from non-emergency distribution facilities that existed prior to the eucalyptus freeze in 1973 will be approved only if accompanied by a valid building permit and that establishing and enforcing any system of land use planning and control in the hill area is the responsibility of the County and not the District; IT :S BY THE BOARD ORDERED that the aforesaid matter is REFERRED to the Director of Planning. PASSED by the Board on October 25, 1977. ! hareby certify that the foregoing is a true and correct cope of an order entered an the minutes of said Board of Supervisors on the date oforesaid. W-shwo my hand and fire Soot of the Board of cc: Director of Planning Supervisors Public Works Director County Counsel this2 _doy of qqq CoLLity Administrator J. R. OL.SSON, Clerk Deputj Clerk Helen C. Marshall H••24 4a7 Ism JOHN G Love RWANCu►L CarCO ewtarrra laIN eor+wrtzn arActr.surrc 202 wwi.r$ur cftgrax.cAJP0ftP w arias 94131 ams-tsrr SAN iw-uvctsco 9410 302-3400 October 12, 1977 Board of Supervisors Contra Costa County Martinez, CA 94553 Re: Mr. Sasha Maloff, President East Bay Properties, Inc. On June 28, 1977, Mr. Maloff sold the Sheraton Inn at Buchanan Field, sub- ject to the ground lease with Contra Costa County, to Mr. Theodore H. Erutt- schnitt doing business as California Innkeepers of San Mateo, California. At the date of the sale, funds sufficient to pay all taxes due to the County, State, and Federal governments were placed in escrow. rncluded in this amount were funds to pay the following obligations to Contra Costa County: Rooms Tax (Second Quarter) Si10,820.93 As of this date, the escrow has not been closed due to an audit by the State Board of Equalization concerning the tax due on the sale of the property. Since payment has not been made, it is our understanding that the County has applied both penalties and interest charges to the amount due by Mr. Maloff. Since there has not been gross negligence in non-paymeat of the tax, it is respectfully requested that penalties be waived by the County and that the claim to the escrow by the County be limited to the tax due plus interest. The audit by the State Board of Equalization was completed last week and the escrow is expected to be closed shortly. Thank you for your consideration In this matter. To s ery t Jo Love JCL,00e RECEIVED OCT/4 W7 OF SUER vs/;& Miaofitmed with board or4• = :,, �, ; In the Board of Supervisors of Contra Costa County, State of Califomia October 25 ,19 77 In d w Mamm of Request for Waiver of Tax Penalty in Connection with Sheraton Ian at Buchanan Field, The Board having received an October 12, 1977 letter rrom Mr. John C. Love, Certified Public Accountant,.advising that on June 28, 1977 Mr. Sasha Maloff sold the Sheraton Inn at Buchanan Field and that at the date of the sale ftinds sufficient to pay all taxes due to the County, State and raderal governmsetta were placed in escrow; and Mr. Love having stated that escrow has dot been closed due to an audit by the State Board of Equalisatios concerning the tax due the State on the sale or the prewperty and.having noted that both penalties and interest chargee haw been applied to the taxes due the County; and Mr. Low having requested that the penalties be waived by the County inasmah as there has not been gross negligence in non-payment of the tax; IT IS BY 'THE BOARD ORffiRED that the request is RETERRED to the County Treasurer-Tax Collector, for report. PASSED by the Board on October 25, 1977. I h+nby outify that *a forpahm k o hue and cand copy of ae arch emwed on the n md"of said of Supwvkas on the daft afonsoid. WHom ray hoed and the Seel of the bard of ce: Mr. •Tohn C. Love County Treasurer-Tax crowd thk 25th October . 19 77 Collector County Auditor-Controller County Counsel J. R. OLSSON. Clock County Administrator By— F Deputy Uawh U H-zsam,sm -2- Instrument Date Grantor Reference 15. Offer of Dedication for slope easement 8/23/77 Tom T. Shimizu, et al. Sub 4861 PASSED BY THE BOARD on October 25, 1977 I hereby certify that the foregoing is a true and correct copy of an order entered on the minutes of said Board of Supervisors on the date aforesaid. Hitness my hand and the Seal of the Board of Supervisors affixes this 25th day of October, 1977 J. R. OLSSOH, Clerk By L, Deputy Clerk Sandra L. Ni lson Originating Department: Public Works Land Development Division cc: Recorder (via P. W.) Public Works Director Director of Planning SIM IN THE BOARD OF SUPERVISORS OF CO,yM COSTA COUj.1TY, STATE OF CALIFORNIA October 25, 1977 In the Hatter of ) Authorizing Acceptance of } instruments for ) Recording Only _ ) } IT IS BY THE BOARD ORDERthat the fallowing instruments are ACCEPTED FOR RECORDING ONLY: Instrument Date Grantor Reference 1. Offer of Dedication � for roadway purposes 10/7/77 Frank Planchon, et al. Sub HS 163-77 2. Offer of Dedication for roadway purposes 2nd document 10/7/77 Frank Planchon, et al. Sub MS 163-77 m 3. Offer of Dedication 0 for roadway purposes 10/13/77 Frank Plaachon, et a2« Sub NS 163-77 4. Offer of Dedication for roadway purposes 10/4/77 Paul W. Hilleshiem,et al.Sub MS 116-76 t�. 5. Offer of Dedication for roadway purposes 10/11/77 Frank E. Hayward,,et al. Sub PLS 2$-77 6. Offer of Dedication Robert W. Heidelberger, 123171 et al. o for roadway. purposes $ Sub PIS 217-76 v R 7. Offer of Dedication 0 for slope easement purposes 8/30/77 Josephine Hozzetti Sub 4861 8. Offer of Dedication for roadway purposes 10110/77 Forrest 0. Danneley,et al.Sub HS 92-77 9. Offer of Dedication for roadway purposes 9/27/77 Joseph S. Hingoia, et al.Sub PIS 172-76 10. Offer of Dedication for drainage purposes 10/16/77 John W. Rouse, et al. Sub 11S 33-77 11. Offer of Dedication for roadway purposes 10/17/77 Leo A. Brodeur, et al. Sub PIS 256-76 12. Offer of Dedication for roadway purposes 9/20/77 William Harrington Sub MS 273-76 13. Offer of Dedication for drainage purposes 10/14/77 F. B. Stearns, et al. Sub 4454 14. Offer of Dedication for drainage purposes 10/6/77 Crocker Custody Corp, . Sub 4861 et al. 01221 �` TM(2) for � �ar�ss of this original thmmf, hM bam dttly � by 06 �d"P" and Surety Wtmd, On the 27th day of October, 1977. snd n: �I M TRIC ME="= CgI�Z �� �. _ - State of California ? County of AI,=A On Oil'L?EM 2T 19 SL.before nrm,the urdw*rml.a Notary Public in and for said County. personally I,P I d p00M v jIL+'XM_ known to aw to be the.Dannon whose name is taibssra)ed to the wetMn itaftn alt as AttorrmOn-Fact of UNITED PACIFIC INSURANCE COWANY.and Wmowbdged to me that__,_he subsa%ad the norma of UNITED PACIFIC INSURANCE COMPANY.as Surem and hi16 own name as Attortteya tM*oe u F GAISIERI: a0l"Y wsuc•ewraO" �t8�t„Yn1MR.ti.iilt � � . My Commiaion expires 19 �n w sm C07 BOU-1818 ED,3/72 4CAUF J 01220 ~ r BMW. U 95 46 68 Pte: $1,209.00 PERFORMANCE BOND (100' of the Contract Price) KNOW ALL MEN BY THESE PRESENTS. That WHEREAS. The Contra Costa County Sanitation District No. 15, Contra Costa County. California, by . &m Oedu- passed 0ex.,6er 25 IA71 , 1977, has awarded to C.W. Roen Construction Company hereinafter designated as the "Principal". a contract for construc- tion of the Wastewater Treatment Facilities as detailed in the accompanying Drawings and Specifications. and. WHEREAS. said Principal is required under the terms of said Contract to furnish a bond for the faithful performance of said Contract, NOW. THEREFORE. we the'Principal, and [ I I If ID PACIFIC MMUNAM QQNW= as Surety. are held firmly bound unto the Contra Costa County Sanitation District No. 15. Contra Costa County. California, hereinafter called the Obligee in the penal sum of One Hundred Thirty Four Thousand Three Hundred Thirty Two and 50/100 Dollars ($134.332.50) lawful money of the United States. for the payment of which sunt well and truly made, we bind ourselves. our heirs. executors, administrators, and successors, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH, that if the above bounded Principal. his or its heirs, executors, administrators, successors, or assigns, shall in all things stand to and abide by, and well and truly keep and perform the covenants, conditions and agreements in the said Contract and any alteration thereof made as therein provided, on his or their part, to be kept and performed at the time and in the manner therein specified, and in all respects according to their true intent and meaning, and shall indemnify and save harmless the Obligee, its officers and agents, as therein. stipulated. then this obligation shall become null and void; otherwise, it shall be and remain in full force and virtue. And the said Surety. for value received, hereby stipulates and agrees that no change. extension of time, alteration, or addition to the terms of the Contract or to the work to be performed thereunder or the Specifications accompanying the sante shall in any wise affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration, or addition to the terms of the Contract or to the work or to the Specifications. 01219 ,r c. In no event shall the Surety be liable for a greater sum than the penalty of this 'boas, or subject to any suit, action, or proceeding there= that Is instituted later than 9 months after the complete performance of said contract and final settleeeat thereof, and the alteration at addition to the teens of the Contract, or to the work to be performed theareundas or do specifications accompanying the same shall in any visa affect its obligations of this bond, and it does hereby tesive notice of any such change, estausion of time, alteration or addition to the torten of the Contract or the work or to the Specifications. SI®, SAAM AND DRXVMD IN IMtICdT. COfIKMAUS THIS 27TH DAY OF OCMIM, 1977. C. B. Its TwT 1Rt illi= PACIFIC I»M C CHUM i ii•. RIMMI, ATrO>Il=—IHFACT i State of California i i County of AIAI®A On OCTOBER 27 , 19 .before me,the undersigned.a Notary Public in and for said County, personally appeared OORDO/ Y. RI®AM known to me to be the person whose nwne Is subscribed to the within irutrurnent as Attorney-Fact of UNITED PACIFIC INSURANCE COMPANY,and acknowledged to me that_ nbam he v bsoed the none of UNITED PACIFIC INSURANCE COMPANY,as Surety,and h is own mems as •F Attorney4naa. i KV-1 CDF to RGANM t musk�s.ern My 19 rer a n1d au IL t3DU•1818 ED.3172(t:ALIFJ MM N0. U 95 " 68 P2JKM aQ.UMD IN PZ Y0RMAM BM LABOR AND MATERIALS BOND (100% of the Contract Price) KNOW ALL MEN BY THESE PRESENTS: That we, C.W. Roen Con- struction Co.. Danville. California 94526 as Principal, and as Surety, are held and firmly bound unto the Contra Costa County Sanitation District No. 15, Contra Costa County. California, (hereinafter called the 81 a�1 & 50AVA in the penal sum of One a 4 d 2him Your lbousaod lbrae Uundred s ($ 235,332.50 - - - -) lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, personal representatives. successors, and assigns, jointly and severally, firmly by these presents. WHEREAS, said Principal has entered into a certain contract with said Obligee, dated October 27 . 1977, (hereinafter called the "Contract') for Construction of Treatment Plant Facilities which contract shall be deemed a part hereof as fully as if set out herein. NOW THEREFORE. the condition of this obligation is such that, if seid Principal and all subcontractors to whose any portion of the work provided for in said Contract is sublet and all assignees of said Principal and of such subcontractors shall promptly make payment to all labor performed and services rendered and materials furnished in the prosecution of the work provided for in said Contract. or in any amendment or extension of or addition to said Contract, then the above obligation shall be void; otherwise, to remain in full force and effect. PROVIDED HOWEVER, that this bond is subject to the following conditions and limitations: a. All persons who have performed labor or rendered services or furnished materials as aforesaid shall have a direct right of action against the Principal and Surety on this Bond, which right of action shall be asserted in proceedings instituted in the State in which labor was performed or ser- vices rendered or materials furnished (or where labor has been performed or services rendered or materials furnished under said Contract in more than one State. then in any =kith State). Insofar as permitted by the laws of such State. such right of action shall be asserted in a proceeding instituted in the name of the Obligee to the use and benefit of the person having a claim hereunder shall have the right to be made a part to such proceedings (but not later than six months and ninety days after the complete performance of said contract and final settlement thereof) and to have such claim adjucated in said action and judgement rendered thereon. b. The Surety shall not be liable hereunder for any damages or com- pensation recoverable under any workmen's compensation or employer's liability statute. P. O, Bax 4 C. W. ROENCONSTRUCTION Co., r. `9q sa � OANVILLE. CALIFORNIA,94526 GENERAL ENGINEERING CONSTRUCTION (41Q) N37«6!101 t ib4-ML+iml' -.«m.Yw��lrhrw To CONTRA COSTA COUNTY SANITATION DISTRICT NO. 15 Contra Costa County, California CONSTRUCTION OF WASTEWATERTREATMENT FACILITIES Contract Arrxwnt..:.....$134,322.00_ This is to certify that.C. W. Koen, whose signature appears on the foregoing contract document, is president of the C. W.-Koen Can$ t uc= tion Company, a California Corporation. i:M1 This page shall be mode an integral part of the contract document. and designated as sheet C-4. Jir eyMRoer�, Secretary x . C. W. Roen Construction Co. Dated October 27, 3977 _A - The foregoing Contract is hereby approved as to form this day of �/Z-�,.�.r..lic� -, 1977. By: District Attorfidy, CCCSDW. 15 Note: If the bidder to whom the Contract is awarded is a corporation, an affadavit giving the principal the right to sign the Contract must accompany the executed Contract. Please see the attached sheet C-3 OWNER'S RIGHT TO TERMINATION OF CONTRACT The Contra Costa County Sanitation District No. 15 has entered into an agreement with the State Water Resources Control Board which provides the certain amounts of federal and state grants in aid for the construction of the facilities to be built by Contractor under the terms of this Contract. A condition of the agreement between the District and the State grants the State the right to terminate that agreement if funds are not available. In the event that the State elects to exercise that provision and reduces the grant funds committed to the District, the District may then at its sole option terminate this agreement with the Contractor. In the event this agreement is so terminated, the Contractor shall be paid for all work completed. and materials purchased to the date of termination which are unique to this project and delivered to job site and an additional amount for demobilizing the project. This latter amount to be negotiated with the District at the time of termination notice. or in the event a cost is not agreed upon, then in accordance with Article 15 of the General Conditions. The Contractor shall not be entitled to a claim for lost profits or other business foregone. IN WITNESS WHEREOF. This Contract being executed in triplicate and the parties to this agreement having caused their names to be signed by authority of their dulx at#hgrized office, this = .Z2 - day of 1977 A.D. Party of the First Part. THE CONTRA COSTA COUNTY SANITATION DISTRICT NO. 15. CONTRA COSTA COUNTY, LIFORNIA Owner ^ By:. "A&- Z1 . ernon L. Cline, En eer Ex Officio, CCCSD No. 15, Contra Costa County Attest: District Clerk. CCCSD No. 15 Party of the Second Part. Contractor By: Title: Attest: C_Z 01214 CONTRACT CONTRA COSTA COUNTY SANITATION DISTRICT NO. 15 CONTRA COSTA COUNTY, CALIFORNIA CONSTRUCTION OF WASTEWATER TREATMENT FACILITIES THIS AGREEMENT. made and entered into this a27-� day of in the Year One Thousand Nine Hundred and Seventy-Seven, by and between Contra Costa County Sanitation District No. 15. Contra Costa County. California. a body politic, as party of the first part. hereinafter called "Owner" and C.W. Roen Construction Co. as party of the second part. with legal address and principal place of busi- ness at P.O. Box 4. Danville, CA 94526 hereinafter called "Contractor". WITNESSETH; That for and in consideration of the payments and agreements hereinafter mentioned. to be made and performed by the Owner, the Con- tractor hereby agrees with the Owner to commence and complete the Construction of the Wastewater Treatment Facilities hereinafter called the project, for the consideration set forth in the Proposal and all extra work in connection therewith. under the terms as stated in the General, and Supplemental General Conditions of the Contract; and at his own proper cost and expense to furnish all the materials, supplies, machinery, equipment, tools, superintendence, labor, insurance, and other acces- sories and services necessary to complete the said project in accordance with the conditions and prices stated in the Proposal, the General Conditions, the Supplemental General Conditions, and the required EPA Provisions of the Contract. the Plans, which include all maps. plans, prints, and other drawings and printed or written explanatory matter thereof, the Specifi- cations and Contract Documents therefor as prepared by CDM, Inc., Environmental Engineers. herein entitled the Engineer, and as enumerated in Article 1 of the Supplemental General Conditions, all of which are made part hereof and collectively evidence and constitute the Contract. The Contractor hereby agrees to commence work under this Contract on or before the time specified in the Proposal and to fully complete the project within the time stated therein - 550 working days. The Contractor further agrees to pay, as liquidated damages, the sum of Two Hundred and Fifty Dollars ($250.00) for each consecutive calendar day of delay in completing the Contract as hereinafter provided in the General Conditions. The Owner agrees to pay the Contractor for the performance of the Contract, subject to additions and deductions, as provided in the General Conditions of the Contract. and to make payments on account thereof as provided in Article 22. "Payments to Contractor", of the General Conditions. C=1 �Aiaofilmedn its . r oraet 3PA033PIC CZ 003CRA NY RIOMIZ OPFICE.TACOMA.WA6MW111TON POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS.That aha UNITED PACIFIC INSURANCE COMPANY,a corporation"y organized under dw lnmof the Sma of Wadhington,dor hereby ntW.aonmiora tad appoiwt JOSEPH D. HAMM of SAN FRANCISCO, CALIFORNIA--------------- its true and tartul Anormv+nlact.No make*mora.teal and deliver far sad confits,behalf.and es its so and dirt ANY AND ALL BONDS AND UNDERTAKINGS OF MIRETYSHIP------------------ and to bind the UNITED PACIFIC INSURANCE COMPANY dom bAl.ice fully and to the sena extent as it a m*bonds and undertaking;and other writings obipatory m the nature thereof ears sigrad by an EMODAYA OMsr of tba UNITED PACIFIC INSURANCE COMPANY and sulsd and attaatad by one other of such officers.and busby ratites and confines all that is said Anon"WaiMact may do in pursuance hereof. This Power of Attorney is yranbsd tandem and by andoorny of Section 37A of the By-Laws of UNITED PACIFIC INSURANCE COMPANY which provisions are tsow in fuN farce and Nfut.rearfitay as foUowC SECTION 37A-ATTORNEYSIWFACT SECTION 1.The fiord of Directors,the Psesidant,at any Vocof" dsot at Ano tae Vic&Pno dru shall how power rd authority to:W epYolnt Anorrays+n,lacs and to authorize thaw to nswm on baked of ala Company.bonds and trndartakirgs.recogn zarses,aonvaets d indamnity and other writaW obligatory in the nature threoN,and W m rawava any ash Atmrnuey inrtanx at any tiara and re oke t a power and authority,&van to him. SECTION 2.Atmroryaen-facx shelf Uwe poamt and autAAoray.arxiect No,due arras and limitations of the power of anorray issued to than,to anatase and ddivw on b~of tha Conpentr.bonds and krndrakngl recormancu.oaWaCtt of indam okv and other writings obtiprory in the netwe thereof. The corporate seal is am nrasery for the acidity of any bads and a drakigr,naorgamos,contracts d indemnity and other writings obligatory In the nature tharsof. This power of attorney is zoned and tested by facsimile under and br aarthrity of the following Resolution adopted by da Board of Directors d UNITED PACIFIC INSURANCE COMPANY at a teasing hod oe do 26th day of October.1971.at which a quorum was proven r.and said Ruolasion has not been ammuded or repealed: —Resolved,that the siaaatsar dash dxactoes sad allmom and tba ad of the Company nay be affixed many such power of attorney or any ortifiom neIng thereto by facamok and say suck parer of anrumy or cartifiou boring Mich tocun Ila sigaatarnes or faetimile mal shelf be hmlid and bindaig upon ala Company and any ash power so exacted and certified by facumile sgnstures and tac wmb teal calf be wld said brncirg upon the Company in the hsure wuth nespea to any bad or undertaking m which it is atmdadr IN WITNESS WHEREOF,the UNITED PACIFIC INSURANCE COMPANY has ceased thaw protan:to to signed by its Vice President,and its corporate seat to beImet oaffixed.di._Zthd,d May 1975. UNITED PACIFIC INSURANCE COMPANY ®ri-c-,i —;&�-STATE OF Washington Executive Vwe*rftkwn COUNTY OF Pierce Onthn 13th dayof May .1975.pntrtomlfyapperad MORRIS E. BROWN Executive to ma knnovm to be the V6m*mo dent of this UNITED PACIFIC INSURANCE COMPANY,and acknowbdged that he taeouted and attested the fonemne rrtrumrnt and affwal the NO of end arpoestion thwato,and that Section 37A,Section f and 2 of the B V4jwA of said Comp"and the Reeoksion,tet forth thran,we still in full force My Committ.on Expires: Le 0--.2 Jatusary 1S 19 7S Haaitiaacoa NtaryPublicieandforStamofRaid,,eat ~Taco= i D. Xlit h Johnson ,^oo4tam Secretary of the UNITED PACIFIC INSURANCE COMPANY,do hereby comfy that the above and foregoing a a true and cortex copy of a Power of Atmraey moaned Is y said WSITEO PACIFIC INSURANCE COMPANY.which is gill in full force and Ntect. IN WITNESS WHEREOF.I have ha nom tet rely had and affixed do esM of said Conpony the 28 h dal of 'October 19 77 >sA1. x i; WBDU•1431 ED.G 4 c. In no event shall the Surety be liable for a greater sum than the penalty of this bond, or subject to any suit, action, or proceeding thereon that is instituted later than nine months after the complete performance of said Contract and final settlement thereof,'and the alteration or addition to the terms of the Contract, or to the work to be performed thereunder os the Specifications accompanying the same shall in any wise affect its obli- gations of this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Contract or the work or to the Specifications. SIGNED. SEALED, AND DELIVERED IN IDENTICAL COUNTERPARTS This 28th day of October 1977. W. H. EBERT CORP., SPARTAN CONSTRUCTION CORP:, A CORPORATE PARTNERSHIP Princip By: .9Scwekex y4tgela 6,P UNITED PACIFIC INSURANCE COMPANY' Su ety By: SEPH MARTIN, ATTORNEY-IN-FACT State of California ! I ss= County of Sa+r<FaedMW ! On October 28 , 19before me,the undersigned,a Notary Public in and for said County, personally apperred Joseph 0. Martin known to me to be the person whose rem is sidwbed to the within instrument as Atmrney-in-Fam of UNITED PACIFIC INSURANCE COMPANY,and acknowledged to me that_he sutx robed the nwo of UNITED PACIFIC INSURANCE COMPANY,as Surety,and h I s warn name as Attomey.in-Fact. Q:suL%L attar. tlt Y•Z&�Y,^,;:;CA�t1A1 fll DURAN S rtlf_;c S4wLe t My Commission expim Janus r'y 2S 19$ . ., my • BOU-1818 ED.W721CAUFJ B-4 - Bond No. U 05 73 16 Premium Included in Performance Bond LABOR AND MATERIALS BOND (100%of the Contract Price) KNOW ALL MEN BY THESE PRESENTS: That we, W.H. Ebert Corp. Spartan Construction Corp. as Principal, and as Surety, are held and firmly bound unto the Contra Costa County Sanitation District No. 15, Contra Costa CouvAft%&ffbVdft( aAJIqt�ftU gee") in the penal sum of NINE HUNDRED THREE AND SO 100---------------- Dollars ($4,263,903.50 ) lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, personal representatives, successors, and assigns, jointly and severally, firmly by these presents. WHEREAS, said Principal has entered into a certain contract with said Obligee. dated October 25 , 1977, (hereinafter called the "Contract") for Construction of Collection System Facilities which contract shall be deemed a part hereof as fully as if set out herein. NOW THEREFORE, the condition of this obligation is such that, if said Principal and all subcontractors to whom any portion of the work provided for in said Contract is sublet and all assignees of said Principal and of such subcontractors shall promptly make payment to all. labor performed and services rendered and materials furnished in the prosecution of the work provided for in said Contract, or in any amendment or extension of or addition to said Contract. then the above obligation shall be void; otherwise, to remain in full force and effect. PROVIDED HOWEVER, that this bond is subject to the following conditions and limitations: a. All persons who have performed labor or rendered services or furnished materials as aforesaid shall have a direct right of action against the Principal and Surety on this Bond, which right of action shall be asserted in proceedings instituted in the State in which labor was performed or ser- vices rendered or materials furnished (or where.'labor has been performed or services rendered or materials furnished under said Contract in more than one State. then in any such State). Insofar as permitted by the laws of such State. such right of action shall be asserted in a proceeding instituted in the name of the Obligee to the use and benefit of the person having a claim hereunder shall have the right to be made a part to such proceedings (but not later than six months and ninety days after the complete performance of said contract and fugal settlement thereof) and to have such claim adjucated in said action and judgement rendered thereon. b. The Surety shall not be liable hereunder for any damages or con pensation recoverable under any workmen's compensation or employer's liability statute. 4+xM 4 B-3 0210 IN WITNESS WHEREOF two (2) identical counterparts of this instrument, each of which shall for all purposes be deemed an original thereof, have been duly executed by the Principal and Surety names, on the 28th day of October 1977. - W. H. EBERT CORP., SPARTAN CONSTRUCTION CORP., A CORPORATE PARTNERSHIP Principal By: - o- W 4jJJO -4 UNITED PACIFIC INSURANCE COWANY Sur OSEeD. ARTIN, ATTORNEY-IN-FACT a State of California I 1 ss: County of SiO Finacira I On October 28 1977 before me,the udersigred,a Notary Public in and for said Cowry. personally appeared JoseyFD. Martin known to me to be the person whose name is subscribed to the within inStrtunent as Attorney4n-Fact of UNITED PACIFIC INSURANCE COMPANY,and acknowledged to me that_he subscribed the name of UNITED PACIFIC INSURANCE COMPANY,as Suety,and h Is own name as Attorney in Faa 4tT.i'E.rel It.t.L OCTA"Y V',-..0 • Ct1.1fORP" titilllilii.tM3ifYitlO My Commission expires January 25 .19 78 IC en a BDU•1818 ED.3021CALIF.t MAN B-2 012(19 Bond No. U 05 73 16 Premium $25,826.00 PERFORMANCE BOND (100% of the Contract Price) KNOW ALL MEN BY THESE PRESENTS, That WHEREAS, The Contra Costa County Sanitation District No. 15, Contra Costa County, California, by Board Order passed October 25 , 1977, has awarded to W.H. Ebert Corp. and Spartan Construction Corp. hereinafter designated as the "Principal', a contract for construction of the Collection System Facilities as detailed in the accompanying Drawings and Specifications, and, WHEREAS. said Principal is required under the terms of said Contract to furnish a bond for the faithful performance of said Contract, NOW, THEREFORE, we the Principal, and UNITED PACIFIC INSURANCE COMPANY as Surety, are held firmly bound unto the Contra Costa County Sanitation District No. 15, Contra Costa County, California, hereinafter called the Obligee in the penal sum of Four Million Two Hundred Sixty Three Thousand Nine Hundred Three and 50/100 Dollars ($4,263,903.50) lawful money of the United States. for the payment of which sum well and truly made,we bind ourselves. our heirs. executors, administrators, and successors, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH, that if the above bounded Principal. his or its heirs, executors, administrators, successors, or assigns, shall in all things stand to and abide by, and well and truly keep and perform the covenants. conditions and agreements in the said Contract and any alteration thereof made as therein provided, on his or their part, to be kept and performed at the time and in the manner therein specified, and in all respects according to their true intent and meaning, and shall indemnify and save harmless the Obligee, its officers and agents, as therein stipulated. then this obligation shall become null and void; otherwise, it shall be and remain in full force and virtue. And the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration, or addition to the terms of the Contract or to the work to be performed thereunder or the Specifications accompanying the same shall in any wise affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration, or addition to the terms of the Contract or to the work or to the Specifications. saw B-1 The foregC�°g�tract is hereby approved as to form this 2 AA day of1977. By: CCCSD No. 15 MZZ;;couresr couHas L c . Note: If the bidder to whom the Contraaawarcsecussrirtirs a corporation, an affadavit giving the principal the right to sign the Contract must accompany the executed Contract. l' C-3 OWNER'S RIGHT TO TERMINATION OF CONTRACT The Contra Costa County Sanitation District No. 15 has entered into an agreement with the State Water Resources Control Board which provides the certain amounts of federal and state grants in aid for the construction of the facilities to be built by Contractor under the terms of this Contract. A condition of the agreement between the District and the State grants the State the right to terminate that agreement if funds are not available. In the event that the State elects to exercise that provision and reduces the grant funds committed to the District, the District may then at its sole option terminate this agreement with the Contractor. In the event this agreement is so terminated, the Contractor shall be paid for all work completed. and materials purchased to the date of termination which are unique to this project and delivered to job site and an additional amount for demobilizing the project. This latter amount to be negotiated with the District at the time of termination notice, or in the event a cost is not agreed upon, then in accordance with Article 15 of the General Conditions. The Contractor shall not be entitled to a claim for lost profits or other business foregone. IN WITNESS WHEREOF, This Contract being executed in triplicate and the parties to this agreement having caused their names to be signed by authority of their duly authorized office. this 25th day of October . 197?A.D. Party of the First Part, THE CONTRA COSTA COUNTY SANITATION DISTRICT NO. 15. CONTRA COSTA COUNTY, CALIFORNIA Owner By: Vernon L. Cline, eer Ex ficin, CCCSD No. 15, Contra Costa County Attest: District Clerk. CCCSD No. 15 W.N.BERT COM MUM CONSTRUCTION CO! I=SOUTH SEVENTH STREET Party of the Second Part. Contractor -7&AJOSE.VIRRNA=2 By: 7 Title: Attest: Aekr. C-a 4 ? CONTRACT CONTRA COSTA COUNTY SANITATION DISTRICT NO. 15 CONTRA COSTA COUNTY, CALIFORNIA CONSTRUCTION OF COLLECTION SYSTEM FACILITIES THIS AGREEMENT. made and entered into this O TW day of dG%o in the Year One Thousand Nine Hundred and Seventy-Seven, by and between Contra Costa County Sanitation District No. 15, Contra Costa County, California, a body politic, as party of the first part, hereinafter called "Owner" and W.H. Ebert Corp. and Spartan Construction Corp. as party of the second part, with legal address and principal place of business at 1620 S. Seventh St.. San Jose, California 95112. hereinafter called "Contractor". WITNESSETH: That for and in consideration of the payments and agreements hereinafter mentioned, to be made and performed by the Owner, the Con- tractor hereby agrees with the Owner to commence and complete the Construction of the Collection System Facilities hereinafter called the project, for the consideration set forth in the Proposal and all extra work in connection therewith, under the terms as stated in the General, and Supplemental General Conditions of the Contract; and at his own proper cost and expense to furnish all the materials, supplies, machinery, equip- ment, tools. superintendence, labor, insurance, and other accessories and services necessary to complete the said project in accordance with the conditions and prices stated in the Proposal, the General Conditions, the Supplemental General Conditions, and the required EPA Provisions of the Contract, the Plans, which include all maps, plans, prints, and other drawings and printed or written explanatory matter thereof, the Specifications and Contract Documents therefor as prepared by CDM,Inc., Environmental Engineers. herein entitled the Engineer, and as enumerated in Article 1 of the Supplemental General Conditions, all of which are made a part hereof and collectively evidence and constitute the Contract. The Contractor hereby agrees to commence work under this Contract on or before the time specified in the Proposal and to fully complete the project within the time stated therein - 550 working days. The Contractor further agrees to pay. as liquidated damages, the sum of Two Hundred and Fifty Dollars ($250.00) for each consecutive calendar day of delay in completing the Contract as hereinafter provided in the General Conditions. The Owner agrees to pay the Contractor for the performance of the Contract, subject to additions and deductions, as provided in the General Conditions of the Contract. and to make payments on account thereof as provided in Article 22. "Payments to Contractor", of the General Conditions, -1 W. H. EBERT CORP. SPARTAN CONSTRUCTION CORP. A coR►ORATE►wRTUCASHI► General Ergbwwkg Conbacton Is"SOUTH SEve"TN STREET SAN 40SL cwusORHu as$is October 27, 1977 Contra Costa County Sanitation District #15 Contra Costa County Administration Bldg. Pine and Escobar Streets Martinez, California RE: Collection System for Bethel Island And Portions of Hotchkiss and Rolland Tract Gentlemen: We hereby authorize Paul E. Fiddes to sign the contract documents and bonds for the Bethel Island Sever Project on behalf of The Corporate Partnership of N.H. Ebert Corp. and Spartan Construction Corp. Y.R. EBERT CORP. fr' Y.H. Ebert,&refs. Rachel M. .Ebert, Sec. SPARTAN MuCrIOli Paul E. Fiddes, Pres. Frank E. Barber, Sec. PEF: b 01'2114 ul t ' �r 01*WAM stet num Puff _ �a ne CLAM cotwin cewotwn Miftfilmed wifh Board order - � s+�atw expim ucsHsc NO.:.esss S. Kirkwood-Bly, Inc., Santa Rosa - $298,232.41 for Unit 2. 6. MGM Construction Company, Concord - $8,948,1SS for Unit 1. The above-captioned project and the specifications therefor being approved, bids being duly invited and received, the Public Works Director, as Engineer ex officio of the District, recommending that the bids listed first above for Unit 1 and Unit 2, respectively, are the lowest responsible bids and this Board concurring and so finding, and resolution of said protest having been received from the U.S. Environmental Protection Agency in favor of the District. IT IS ORDERED that the contracts for the furnishing of labor and materials for said work--s awarded to the lowest bidders for Unit No. I and Unit No. 2 in their respective bid amounts shown above and at the unit prices submitted in said bids; and that said contractors shall each present two good and sufficient surety bonds as indicated above; and that the Public Works Department shall prepare the contracts therefor. IT IS FURTHER ORDERED that, after the contractors have signed the contracts and returned them together with bonds, as noted above, and any required certificates of insurance, and the County Counsel has reviewed and approved them as to form, the Engineer ex officio is authorized to sign the contracts for this Board. IT IS FURTHER ORDERED that, upon signature of the contracts by the Engineer ex officio, the bonds posted by the other bidders are to be exonerated and any checks submitted for security shall be returned. PASSED unanimously by Supervisors present on October 2S, 1977. I hereby certify that the foregoing is a true and correct copy of an order entered on the minutes of said Board of Supervisors on the date aforesaid. Witness my hand and the Seal of the Board of Supervisors affixes on this 25th day of October, 1977. By Helen C. Marshall Deputy ORIGINATOR: Public Works Department Environmental Control cc: Public Works Director Environmental Control Business and Services County Counsel County Auditor-Controller County Administrator Eben/Spartan Construction Company C. W. Roen Construction Company s BOARD OF SUPERVISORS, CONTRA COSTA COUNTY, CALIFORNIA AS EX OFFICIO THE GOVERNING BOARD OF CONTRA COSTA COUNTY SANITATION DISTRICT NO. 1S In the ratter of ) Awarding Contract for Construction of ) the Collection System and'Wastewater ) October 2S, 1977 Treatment Facilities for Bethel Island ) and portions of Hotchkiss and Holland ) Tracts - Rork Order No. 5400 ) The Engineer ex officio of the District, Vernon L. Cline, having reported that the bid proposals for the award of contract for the construction of the Collection System and Wastewater Treatment Facilities for Bethel Island, and portions of Hotchkiss and Holland Tracts (W.0. 5400) inadvertently did not include lists of subcontractors and, since that date, he has received the lists of subcontractors from the lowest bidders copies of which are nar, on file with this Board's Clerk, and The Board accepts the lists of subcontractors pursuant to Government Code Section 4109 because of "public necessity." The Board hereby finds the following facts constitute this "public necessity": 1. The total of the lowest bids submitted is $1,300,000 less than the Engineer's Estimate. 2. The total of the lowest bids is about $700,000 lower than the total of the next to the lowest bidders. 3. If the District readvertises for bids, a period of about 4S days would elapse. It has been estimated that the cost per day increase in construction costs on a per day basis would be about $1,200, resulting in a total aggregate increase in cost of about $55,000 to $60,000. 4. Because of the foregoing, the District stands to lose at least $500,000 and may very well lose over $1,300,00.0 if the contracts are not awarded today. Mr. Cline also has reminded the Board that on October 18, 1977, the award of contracts was delayed upon his recommendation because the U.S. Environmental Protection Agency had not yet resolved the protest by Armco Steel Corporation regarding the validity of the District's specifications for this project. Sub- sequent to that date, written agreement was obtained from the lowest bidders that their bids would remain valid until October 25, 1977. A list of the amounts of all the submitted bid proposals follows:' Bidder Total Amount Bond Amounts Unit 1 - Ebert Spartan Construction Co. $42'263,903.50 Labor B Mts. $49263,903.50 San Jose Faith. Perf. $4,263,903.50 Unit 2 - C. W. Roen Construction Co. $ 134,332.50 Labor $ Mts. $ 134,332.50 Danville Faith. Perf. $ 134,332.50 1. Ernest E. Pestana, San Jose - $4,802,221 for Unit l; $574,587 for Unit 2. 2. Constructors Pamco, Seattle, Washington = $5,283,537 for Unit 1. 3. Homer J. Olsen and C. Harper, Union City - $5,707,386 for Unit 1; $268,300 for Unit 2. 4. Dorfman Construction Company, Los Angeles - $S,731,770 for Unit I; $262,250 for Unit 2. 01M e � In the Board of Supel'Visors of Contra Costo County, State of California October 25 , 19 77 In the Maher of Presentation with Respect to Arthur Road Traffic. The following Vine Bill residents appeared this day, stated that the large volume of traffic on Arthur Road going to and from the Acme Fill Corporation dump has created safety and litter problems, and urged that another route be found: Ms. Mary LaVerne Taylor, 700 Michele Drive, Martinez; Ms. Deborah Mikesell, 4218'Arthur Road, Martinez; Ms. Mildred M. Billiter, 770 Central Avenue, Martinez; Ms. Marie L. Roberts, 4212 Arthur Road, Martinez; , Ms. Dorothy Sakazaki, 737 Central Avenue, Martinez. Mr. V. L. Cline, Public Works Director., in response to Board Questioning, advised that proposed construction of an over- crossing of the Southern Pacific Railroad (Peyton Overcrossing) on Waterfront Road would enable consideration of an alternate industrial access road to the dump site. Supervisor N. C. Fanden stated that she is familiar with the area, expressed the opinion that action should be taken to alleviate the problem, and suggested that the Board members tour the site to gain a better understanding of the situation. HATTER OF RECORD ONLY matter of record I hereby certify that the fonaoib o true and cored cW of o/ snlwrd on the minutes of said Board of Supervisors on the data oforesoid. Witness my hottd and tits Seal of the Board of Supervisors cc: County Administrator affixed * 25th day of_October . 19 77 1 t J. R- OLSSON, Clerk By � Deputy Clark Vera Nelson 01201 H-2.9 477 ism In the Boord of Supenisolrs of Contra Costa County, State of California October 25 , 14 77 In the AU*w of Representation on County Supervisors Association of California Executive Committee IT IS BY THE BOARD QRDBRBD that the County Supervisors Association of California (CWC) is hereby requested to retain a representative of Contra Costa County on its Executive Committee; IT IS FOFMMR O?JWJ D that Supervisor W. N. Boggess 'is designated to continue to serve as this county's representative on said Executive Committee. PASSED by the Board on October 25, 1977. 1 hereby acetify Ina dad eorrod*1W of 60 onto► d on tlwt mingles of said Board of Supuvbm on dw dab aferosaid. W*nm wry hand and do Sol of Ow Board of Srrpawbars affimd dobZStb doy of October . 14_x, - J. R. OLSSON, Clerk Deputy Clerk, H-24 4M ISM In the Board of Supervisors of Contra Costa County, State of Colifomio October 25 . 1977 In Vo 6Aalssr of _ Authorizing Acceptance of Instruments IT IS BY THE BOARD ORDERED that the following instruments are ACCEPTED: Instrument Date Grantor Reference 1 Consent to Dedication for roadway purposes 10/6/77 Bose Hapolitano, et al. Sub HS 163-77 r� 1� 2 Individual Grant Deed 9/30177 James Paul Hanaing,et al-Sub MS 183-76 3 Consent to Dedication for roadway purposes 9/20/77 Shell Oil Company Sub MS 217-76 4 Consent to Deeding, and Subordination of Easement Rights 9/22/77 Robert V Ghilotti,et al. Sub MS 183-76 V Q 3 5 Grant Deed for Treetops Unlimited, Development Rights 9/9/77 a joint venture Sub 4932 a 6 Common Use Agreement East Contra Costa m for roadway purposes 10/12/77 Irrigation District Sub MS 273-76 m V V PASSED by the Board on October 25, 1977. m tL 0 r 1 hereby certify that tin faregaieg is a true and cored copy of an order @ in an the minutes of said Board of Superrima on the dais aforesaid. WUnm my hand and$m Soo of the Board of superviums affixed thb 25 day of October 19 77 J. R* . C4rfc` By Depuly Cork Originating Department: Public Tia Sandra L. die on Land Development Division cc: Recorder (via P.k.) n�l�lfl Public Works Director H-24 3/76 lien Director of Planning n r:,„ s Subdivision MS 217-76 Those parcels of land in the unincorporated area of the County of Contra Costa, State of California, described as follows: A11 that land being shown as Parcels A, B, C, and D filed , 19 in Book , of Parcel Maps at Page , Contra Costa County Records. . Oil CONTRA COSTA CZMTr OWNERS (see note below) Vernon L. Cline Public Works Director J � / By A. be W. b Deputy d Rzz �w Np i S 11 RE .MED I-M PROVAL B ems assis at Publi orks Director Beller FORM APPROVED: JOHN B. CLAUSEN, Note to Owners: Execute acknowledgment County Counsel form below. t State of California )ss. (Acknowledgment of Individual County of Contra Costa ) Signatures) On August 23 19 77 the person(s) whose aame(s) is/are signed above for Owners and who.is/are known to me to be the individuals as stated above who signed this instrument, personally appeared before me and acknowledged to me that ` they executed it. (NOTARIAL SEAL) Paula A. Markham OFFICIAL SEAL Notary Public for said County and State PAULA A.11AWAM noun FMK--Ct oair► coarru cos*.A touxnr 011. x DEFERRED Al2MXATION AGRE MM Subdivision: MS 217-76 Owners:: 3oberc W. Heidelberger, Donald R. Stiles and Nellie Stiles, Ralph Keller and 'Oariene B. Seller Effective Date: 1. PARTIES S DATE. Effective on the above date, the County of Contra Costa, California, hereinafter called "County", and the above named Owner, mutually promise and agree as follows,.conceraing this subdivision: 2. ANWMT10N: Owners shall anw= to any future drainage area, district or zone forced in the area to construct and maintain local drainage improvements. 3. SUBDIVIDER COOPERATION: Subdivider shall cooperate fully in the accomplishment of said annexation or the formation of any future Drainage Area which includes in its purpose the construction of the above described drainage improvements. 4. AGREEKENT BINDING ON SUCCESSORS IN INTEREST: This agreement is an instrument affecting the title or possession of the real property described in Exhibit "A". All the terms, covenants and conditions herein imposed shall be binding upon and inure to the benefit of the successors in interest of Owners. Upon the sale or division of the property described in Exhibit "A" the terms of this agreement shall apply separately to each parcel, andtheowner of each parcel shall succeed to the obligations imposed on Owners by this agreement. Upon annexation to any city, Owners or their successors in interest shall fulfill all the terms of this agreement upon demand by such city as though Owners had contracted with such city originally. Any annexing city shall have the rights of a third party beneficiary. 5. RECORDED HAP: In consideration hereof, County shall allow Owners to file and record the Parcel Nap for said Subdivision. fir. �r In the Board of Supervisors of Contra Costa County, State of Califomia October 25 _19 77 le the)AM r of Approving deferred annexation agreement for Subdivision HS 217-76 Oakley Area The Public Works Director is authorized to execute a deferred annexation agreement with Robert V. Heidelberger, er#l, requiring the owners to annex any future drainage areas, district or zones formed in the area to construct and maintain local drainage improvements. PASSED by the Board October 25, 1977 4 I hereby certify that the Sopaiaa is a true and coned copy of an order entwrd on dw minutes of mid Board of Supwvbm an do date aforesaid. Wilms luny hand and the►Seal of the Board of Sllpervim. Originating Department: Public Works afi- dub 25 day of October 19 77 Land Dvelopmeat Div cc: Public Works Department, / J. R. OLSSON, Geek Land Development Division ey r/ t ��L- . Deputy Clerk W. Heidelberger '/' 1107 E. Street +� v Antioch, CA 9450 o1195 : µ H•2i31%61%m In the Board of Supervisors of Contra Costa County, State of California October 25 . 19 77 In ths'AAo!!er of - Hearing on Bequest of Mr. Constantinos Papaionnou with Respect to Cardroom License. This being the time for hearing on the application of Mr. Constantinos Papaionnou for transfer of partial ownership of his cardroom license (to include his wife) and for variances to permit an increase in the number of tables and hours of operation at the Corner Club, West Pittsburg area; and Supervisor E. H. Hasseltine having advised that Mr. Papaionnou had notified the Sheriff's Department that, due to a serious illness in the family, it was necessary for him to go overseas and had- requested that the hearing be rescheduled to November 15; and Good cause appearing therefor, IT IS BY THE BOARD ORDERED, that the hearing on the application of Mr. Papaionnou is continued to November 15, 1977 at 10:50 a.m.' PASSED by the Board on October 25, 1977. • I hereby certify that the foregoing is o true and corses co"of an order solaced on the minutes of said soord of Supervisors an the dads afomsoid. Witness my hood and the Seal of the Booed of CC: Mr. C. Papaionnou s+Pervisms County Sheriff-Coroner adF, Od 25th day of October . 19 77 County Counsel County Administrator ,.f � J. R. OLSSON. Clerk BY----4h-&- /le&., , Deputy CW& Vera Neison 0119 M-24 4/77 15th In the Board of Supervisors of Contra Costa County, State of California , 19 In the Moetar of ` Request by State for Assistance in Preparation of Inventory of Property Zoned for Mobilehome Parks. The Board having received an October 17, 1977 letter from Mr. Keith K. Felte, Project Manager, State Assembly Office of Research, advising that House Resolution No. 35 directs his office to prepare an inventory of property zoned for mobilehome parks, and requesting that the County provide certain information with respect thereto; IT IS BY THE BOARD ORDERED that the aforesaid request is REFERRED to the Director of Planning. PASSED by the Board on October 25, 1977. t I hereby certify thus the fonmbinp is a true cod carred copy of an ardor entered an flat minutes of said hoard of Supwwisom an the data aforesaid. Wan"s my hand and the Seal of the board of cc: Director of Planning ,SUpWbws w/survey docu=ent crumd this_25tb_doy of ocz he= . 19-=- County Counsel County Administrator .l. R. CtLSyiON. C>.sk .. ` c1 i t'Gf•t 'l Deputy owk Helen C. Marshall H-2<4M ISM In the Board of Supervisors of Contra Costa County, State of California Octehor IS_ ' 19 az In the Motter of Authorizing Attendance at California narcotic Officers Association 13th Training Conference. IT IS BY TkX BOARD ORDERED that G. Ward, Sheriff-Coroner's Department, is AUTHORIZED to attend California Narcotic officers Association 13th Training Conference, 1977, at S. Lake'Tahoe from November 1, 1977 to november 4, 1977. PASSED by the Board on October 25, 1977. I hereby certify that dr haspoiwl is a bw and coned copy of an order e i an the rninuka of said Board of 5upoevirors on tbn ddft dorewid. Witntw my had and*aSeal of da Sawd of CC: Sheriff-Coroner ��s County Administrator County Auditor-Controller "?=&Y of October , 19 77 .I. R. OLSSON, Cleric Sandra L. Nielson 4-24 317615= 1 it C.i! SLi!:.,rtE.+SC?'$ 5/".7aL.:.:13 ,fun .2:?ti +L+jainst: It i«:e ttas,.,g`P.a:"p+sblished is thi Z; county. PASSED on by :. � foi3oci;ag vote ,1 AYE S: Supervisors 6, z s fir' rt • az � e a^ •, r s NOES: Supervisors `> � r Xn ABSENT: Supervisors �. „a C fi h�! } �S�yfiY��✓ RN�� cygVry 1— Y.� 3 1 za. p�aw, ' ' a3'f.#'gym A4� ATTEST: J.R.OLSSO:C, Conary" Clerk r & ex.officio Clerk of the ,Board ' ; By- , Dep. Glia=rr n of the Board • Ci71d. . 7-25-a7 ' �,..fi�t • �.5+k 4��''tz,1'��^fin c'C,��"'w'��'i moi`��'�a �mn ��s v'��,���".4.`�4'� ,���,�5��� ` . �. i Sk� i'•<'wr '�',� x S,F',�—rz � '(,.r �a ,rt�.r.�pz4�°`'�, .t s, ;' a � q. s'a" ri AHI Ell S lr+ :k a ,*cF P-t' s ✓d a :+!S•'t'��i. f"r`f!' y �ri"'" i• er�"c '. 2.+" "yar q`ss, '�`k bd '"y "`r,''„ ^': �7�z W� y^F. C s 3 r r `i - 01191 itJF�ds" .:13TI_7: Ul S_': _ r::rSi:ar.! to vehicle Cc!-:! 522660; GoS:"•L_nr_:int CC.L 52584��r,i r • . O_'tz_::�::,..: CcIle y'430-12.0:12, Contra Costa Ccuncy abatiad-"i" Vehicle nuisanc3 an the parcel of real property, -• Ci" ,C ?}vUl•bel^:i, of 'i rite the named parson(3) is he cm-ner slo--:n on the last equalized assessment :oil, a.-+:: fi::.d the bnlox-shown anount as the cost thereof and h--reby claim a special assessment against said parcel_ for this amount.. P00UNT OF ASSESSMENT: $ O:i 7ER(a) PA rL: Real property in Contra Costa County, California. Cow-ity Assessor's parcel Or: [other description where needed) : Dated: Contra Costa County Sy: (Director of 'Planning) 430-12-006 . State Reimbursement. Any funds collected ender ti:-;s Chapter for the cost of abatement upon a parcel of land shall be first used to reimbursethe California Hlghway Patrol for its cost as itemized in its account filed With the County for that parcel. (Ord- 77- .) r _ `iO x�F oil 90: 3 � wr 'a�'k '"x..49 �M ;x�•+.• �r _ -' �2 r � a'�r���t.fi n 7 Y . . th an ;Ize` Etucaunt of :r; L incurrad, t_'J abates, prG— ,.,� .�u. , r _:a--ed to":coi3w..t c �Ls pu=s t to ChapitaY' 430 12: U ti• ' r.:Y?tt i;t it pravi36d to the County,,-., no abatems;n t cos tS "vrilZ Ie. placed as a specialn. nt agalnst.'the ceZ. a; Iunci N (a.- [a,v3 'f lm V t s �Min � ����� t o✓ a s�.�,r `" �. ^'s` 44.. j4t�yi y, C[iEB 430 3.2CoslCo2.ection« w k n•'•`.a..p•aw w^r�Z j k•.wt`c •, t a'x '� 430-12.002 Collection. If tae-abat-pent cost `(administra-' tine and removal costs) which is charged against the arner of a parcel of land pursuant to Sections 430-3.010 and 430-8.014, not paid within thirty days after t1he date of the orderer or the final disposition of an appeal therefrom, such cost shall be assessed as a special assessment against the parcel of 'Land pursuant to Geva--noent Code Section 25845, which scall.be trans *gip raitted to the County-Tax Collector for.collection with 'the priority as other_ County taxes 115 (Ord. , (Ord. 77- .) r e • aessa nit Noti.ca Th@ Director SpTaal �Lss 430-1_.004 S Planning shall file with the :Tap°Collector a:�rtf ficate stantia33y in the following fo-la � r ask - t a, `' r tea .x a� � "f r b b a •��"`'a3'xs'� ,�. •� IN 1 751- FI r�aki`�++�"'ts�"^a��, � a`x4R�," �'" •as5�x��.,,m ,'".^`1�"�- � �^ - f 3 �'""�.w,� .� §.i' '-*r"a" F n a�'�•ak syr +^- sw=g '� ,,�,,, "°' Ii . , * t.+-.te t "g !i ,,,r b.s; s. I to xwfia �m 7: ' �arns�!,,€ .,3 , ,„,„c ,,.. a �,+E :s t rs'., , ,. ��::. .•ii:l�...�mss{ �. . +w: S.fi '� ,. ,, rye%_V t. .f•%�_w..tf--IC6 ^.A#i' Ch•.. F 7 N=ir t7: .• Z l Ue_' .- 2 !31,-Cc` .Or :: �`+t;eT=4tS�, �•Ri •°:tI- a7t,xv:' lan attic `-Ulo a n , =. 1. , d .•:..a :►� L:.'_LS 3 '3 ,:E'�.,�lOwliw $ 0^ 4� $ ,v1' v r s<`" y -r - Il1. L k i'�* v+ �,', Y"A j {L'j ^ - rz�IL)a d. Sh.e 1 PlaL�pa�".1 hL'C1r 5c:c€► =2�?"aI, t1t`:� ra r'{+ '�c yh w , ,u �„qL p 5 ,a d I ii- - . µ a t f..rm, zmead, Or Z�'',.Vers tt`.e 01Y�'P ;",i ,'(► O I�.'�•1" �C .OII "l. 4 x �, � k�z 1 +�- -r. {"' ''.7p,A'�r Try `� i�:-" s k°+'z^� .G.,j K. e2 eZ. app.:oariate I , shall noir be te0 bg the teConscai y + ��24.9 ?��tie111 , � ,,..,r rt: �s OS e4'1G1.":lC.`� x a., + . a' 1, L ' v� 4 " r" ' „� � , 1111� - Vxyy F1 t �/q5 ry rI CiiAF?'£?t 430-10 Final.'Abateissi `Action �, 1 I S �A.* f' Tj{ �3Q-lO.0I. 2 P val acid DispO�zl Abandoned vehscles r<tay '� ° , +. x< z,x ' �, rk� '' ,xh r .-;, a T Q disposed ,oma by removal to a scrap yard or- auto ob I tins `, E, r 3. , ^ Wint.'er's yard `&A en »releaS•s authOrx iesild land wan v�ng g ; ,�' w r� ji �.�, - ,w 1 f�,'-,i , X , further interest in si d vehic7.e haves seen signed by itS rte, r; ,� � o:,-ner{s); or there is 'no r�Iceply to�the4.Tati,Ir .ce of 'Int_nt to / ds � ; - �, "1 _,,,,"_`,,r si �+'k':"k7, '- A'' ,+ > Pd F Iflia to by the end`or the ten-dayJl tacit:,g �eriOd,�aac tFse �Zoning t ` �: "x 4'f,x-W" .� t i_ , x,a ,�'�,Tr�'9',n v *s rt" s 1. IAd.T�'_3:istrator decides the wehicie"sS�3= `ba re�aOved aAd 1!O µ'T > t~y 11 . a r t s rM. t h u a 4a; s . +M y, t t• .+x .�„ 7 ,F4.,+.u< 4y a apeai iS.aaoe. or anter au' a�17pea].�has bee9Y .19"n decided 7 fa�•ar �� �` ' w �,,rry '" .s'%"�' rc��wid.a'x' ','a*''FntJ " „w ;s`'a�»�"t x �r L �- "�".,., '$,�.*r Oi r-...-aval� rlrt�3C a "tie�L1C 21aS+,`' T FBd. ltd 5h�u IlOt�w 1. 41. " r� �, r n u a;a t �I,y,, _ '. ,� .. '' [" ✓^ : i ,3' Y � s n r, a ",<-' . y thereafter be rconstri:cted' ar ,fade user le, mess 'it is a 1. ve!�icic zvhic.�a quallfa es far es then bazseless cazriagz or ti " , � . T I s ' :��srorical Tt•4 .c�e 1lcenseplates � ', `� � iw;, o .� , r {Ord. 77- .) „ r f yl 4 ,,P et r { 1 F 'Y` ��i7—?Q.QQ+1' a`70ti#y D'a't/ 1. r111thin< V2�GaxS azrterfT O{iaT OL , �" �� '' �y x� an tb�ndonad s' ` i"lp1:1 ,':"the H P s shall so riots. ►tithe ;Deoart etst 1 f n t 1. � a r t of Notor �iehicl_s, identsfysng, the"vehs.c2e o. p rte, =and wnd �� f .. �''F J5 v' I .t any evidence ,os _*registration ava=cansa Ldln3. regist�4-' ,� , F ,. t an =rti'Licates, cyztificates of 11 . platas. nom'°N'' r � I _ .rY . i0ra. i7- .) . r fi 3 3I }. r}F L ``y xr',' 3JY.y"�" `. L S k a � 3' r ' . .x` K ' .11 H id"#'9+ ,�i '" "�" �^ 9's+ ' x 6 c4+'7{•_f'x+"payd"x '.{' _ M ,,� ,_. r �i roi a 's. x ,� , a x. ,.,t..,ria r k� r,I ! S r g p =a iF wSa. q j�s ' 4" went � �� �ad � �;�`� iilr � i!u p�� � p ���s��??iiyy, � � i i� � a tt � I , g� ���: . s aI'llk ., r,11 . ' '� '!y'{ ,.x°'>. 5.+^,,lro. eihl .:i� i i II� u.����r�iP �ll� i h,'.� i�i°d .����11'I� tl )-'$':.lu a( °q� " ,_,•e,,jr 1 o 1tIP�l.l,l i l l , `� 'a'^ .a'`:'::3Ct '�:�« ..`SCras.C► 1 .=L� SA..OSc' .r'.".�:L .COi:,i.'. lOTLs� sN • Z:i:i� ` ::t. .il'+Ci2 L)5�:�c''..r.. ac:iJn ib.�a:. �.�."�'�� *alp Q�i"+LJ.T.�ai." Ll:ZCx►{:�. �$: toy C;i L Li iS i:�»C2S �O Carry,out, :2L' Pttr, 30 of this Ord.La'tc�::C� He 2t•.ls:r the `tee :Zor,,_- .:oc al or the veit2cle: rts L'r_ereo ?r, iris opinion,'..the-,ci-cuzsstanccs M�rsti.fy; zt ;at=-thte con as" c3esia the :: aF public hearsng,: they oalln .�.nl.atrator.,, y_ f �d G _ird teat there is' an ab3ndocu=d lieh].ClC 81I1d Order Tt abc2ted f :N r r Jil and/or removed as a,'-public nn,sancc aad dispozed.of as-here- 1 .inafter provided and defiermice the 'cast"o€ abatem_mt to.,be. ti charged against the landowner' The`order requiru►g removal shall include a descrinzion of- the abandoned vehicle and the. " cor=Cct identification number and{ 2a Z ,P cense nurr o the,'vehic a, if assailable. (b) If it isterBtinec: at the hearing that 'the vehicle was. t plas:ed on the la.�d without the,caesenz of the.landowner,and thac . .' he has not. subsequantly acg:cs,� soca � �.ts p ss:nc�. t.'�e.-Zoning . . abatecen Administrator than not assess the cast oz (aduti.Itistra tion and removal) against the Propertg anon,i zch the velucl'e „ is located or otherwise ahtem�pt to carlect suci: costs..froar such .lanLo:�er. " t , (Ord. 77- •) „ {a, A X30-8.O1T ?,ioti o£-!iecis3on If'an;. in, rested' Pa=t a , rakes a written presentation ,to the ;Zoning � ,•{tet,-iso '°but dots not appear= shall `be notified zn ;.�z•t•ng ,of the „decision , (Ord. 77- ` x 4F M <t 1 h yy 30-8.014 .uals. E (a) The California Highway Patrol, Lite j==d�An0r,, or' the l•==:'. awmr _ riz.. Appeal the Zozinl A�inintrator'. decision bj _°?.i:t, •wi+�.'2 3u^ cr:itdeTt notice az appaa_ 4'•ithln f ve Cci ice. ..a2 CcG_�r 3i�`.::L' i�ia •+.::+�iwai� .cam wa:.a� ���1' �„�"' _�_•�.�ed;:gs ,.�, the Board o_'''S .2 .a.:._ mgie 'k P q � ' k+ 9€'r, t.,A'� > �'r • YL. If,' c+Ettiil►a 41 5:112--l�.2jt $c1:1 2 is?SA Britt .' ,za�wwQl:L �F n r!r r"'S�N:"1at1? iZtu. t4. = u tilts -+ane-, .of t-, -'reh:cI6,,On Us Iand,.'i-Atb .�t.2,i ,.reasons ,.oma sLCil ct�* ial, sa_-2 stntatmPit sta�1 b~ co�s..t=ued as= a request � fr..r a keariny lit;., senc.^. el (c) C-11-P. Uctice. The ZoninTAdm nl strator, stall a.^.Teci-_a4el_r notify fine C.R P--09'11 any 'such request ar d:'scla±r.�r (Ord. 77- .) 430-8_004 No Hearing.- If no disclaimer''or request -for . nearing is received withia the 1Q day period, ;the C II.P: o: .e,—Ly personit authorizes .shah'.:abate and; remove the_vehicle,or, parts taareof_ s (Ord. 77 .) • � Sri��� 430-8_005 Seasinq ?notice Ti+tlteriwa arearing is -squealed, : the 5oning Acs=nistr3to� sha1l`aail anotice o*• the� at ' least 10' days before t lie`hea_�-�.ag date, to the 'CRP , tae sand o«-zar, and to t21e vehicle oernear unless the vehicle?is xx such -N cors'.=tion that identification;`nucebers are not .i4ailable.: to - r determaine cur ership. (Ord. 77- 430-8.008 He ngs.' All'hea:r ngs under,this :D3.vzsion s:lell be reld `before. the Zoning Administrator-U60 sit- receive all e:i3znce he deea:� matersal snc3`tsding the. pad tion or .the ve,-aicic or. oasts thereo_,;;the, c:xctmistarcas of its -a 6nnoment. . -nd location. and the estimated:c6it`'of`"tae. abate�ecic.- -,ins Zoni,c Administrator shal.1 not. be lira=t d. by .th4- tec:meal peYSon . Yu'_ces of evidence. The larlot+rner rsay appear, i-t or .pre- ., . sn:tt a ::c!or.-. :�ritter. statem :t, in t=ine for cx/nside..ation at } r' 'zh,-, haerirra, crying'responsibility' for the prasenca o=' the L.:i-cle :ir. :Lir. ILi:L with ♦ir. reason= forsuch derti:tl.. t Y S a. ,,. ..r...Kw�. ,._..am_.r•.^ti,.c':_.,...i .., ..»a${ An ,. {'�R9'".q ofi! iiafk.14rv. n.. �� -•, -. '.... ;_ .•re w ,-' �' k�r��`�c�. S�` n ak r r�` �d r.:, �x �3:r+a '✓� ?eSi tr d - .�:�fJ "Z sJ. .�L�'t"•cz -S-'r'" .,i¢J,�+! _ ticeof } r 7 r tsr==Oi3 t3 3'va:c�:aft. X"'c�n=le ittt�"cZ�2�tc�G-i^c� `fa�f.c�'�' �: .a pub" k"W" nuts nca by t..e 'rsiner or f t la.�= az:�? to the a=�rner of vehicle ItIlZoss;t% vM.hula :.. i.^ d�qL� SSSC_ CO^.CZl}iQ!! L`tZs'Lt .].deYttlflcii 2OR I::�. XS I1�3L c2VcZ28O�e;;. i k m r o Ida-... in_ 'ovine--ship or unless .ha protserty orr mad ,%mhicle owner hate signed'releases aunorizInq =em val .and waisi:.q further in erest Zn t.�ie vehscle or par;.s tftereo€ (b)' Contacts The t1.ce shall contalwt= t estusate oz,,' the cost of abatement, (iRclx3utq�adcuRzstrat>.ve,and remaval v " costs) and a stater --nt that this-cast ,t�iy be Sevzed as'°a •i -- special assessment agates+ .. s '1dl:d 'zt shall contain a stateiment of the grogerty vehicl a o-hers' ri n ` hung. 9 ts, ,i( and notice to tha PrPtY a�netttat her;taay`soar 1st person ` , at a he or may,subwIt a swota<,�+�cstte stateatet t dzt±ysng responsibility .fo.. U�e pGesence�o�,F the v c1e oR •' •,'Zattd,. with his reasons far such. ual;, ani `11,ea o E epp�aring �, w , (Ord. 77- �LSti 430,-8 FlearsRgS }rM� ApaP�aals. k. _ t „ .bs Fw rm "I Al o.. sF... Lir 3'q,, 430-$_007 Hear2A ;quests ' r F Y a S'._.. S ^�... +.. �t�.thian 1Q %a s•..s.f'ce G ' � ,b`te '�s_..ttq. mat.. of th:� ::�:t:ce of intention to abate, a.*td *eaisve, the veh;cZe 4�.nsr Y or I;tt,.oc,nor.*'.wj: iet�lleSt :the EolL1t2Q ' ^` l5trA4.Llr. iQr a `public on thn gc_srion oz abateatent and rflaoltral and.thia v 0:44-,-'rated ted cast thereof. A m ,-' y„" fraf:2'�tly�6oi � St 5 7 r�� '�'�'e" �"°''r'„� .,E ��u "•��'� �t � m fi{-% � r� � 'i+�N r�FSf�iF , ��N� acs a 4� �yylr� F S�I��j i i i i�� - ref �.,uu�z,�[ ..��. ,. � ,� •,, a_ �rr r �' r V,d kyr ." ..a•, va.-w,.. ,..-.,., s..o..,, i,c.. M,...,,r".. i� lr•1 i o '�i:� �I nl i�a. 'n it 3�� i 5� n�! k ;41 • • � C Edi �� ..�v. i z ('f•i'.Ca'' sT',`' TML:,t:LE•i>•'L:�=� �r w,�rr'',�'� - `777f T'.a.''a `.31: owz=z of Nle' land'-otl•S 2:C�u ate:? 3it�0Y:e�1 �F? 1 .. } � , locat<_d, as 53:-4n or. the last assessment rely L, 430-4.013 Owner of the Yehlcle .."Owner of the vehicle" a:d ="r'e iicle Osr_n_r" include the last own!er, registered. o%mer, And legal owner of record.' ,r CEMPTER 430-6 Administratior.,`and-Enforcement. rt .. .. R t 430-6.002 California Highay aatrol This section is a j '" �r .r ,•�geas= and authorizationil � that)e�ocept as otheImi•se 6cpressly i provided herein, the°provisacons 'of this D1v�.S2oa sna2l�be { 1K, 4 � ad--i zistered and enfo-iced ;by the Crli ossa Hfghw4y Patrol', (C'.:i.F.) and its officersp=suant to; Vehicle ,Code .Section . 226663. In the enforcement os th�.s Dxvzsion such officer;and' other,personSduly authorized by the C 8 P.` racy enter, upon private or public property,. to,,examine,,-'ii vehicle.-=, parts thereof, or,obtain informatio' n aS tof'the identity of a w vehicle, and to removes or, cause Ithe recova3 of as aoaadoned ,.mhicle. (Ord. 77 Veh.C. 522663 ) 7 . ; f 430-6.004 C.H.P. tiny Abate'. The California digFr.�ay Patrol shall have abandoned vehicles_5 abated and/or. removed5 in acco_daccc with the procedure prescribed in this Di%-iszan►: r (Orr,. 77- 'a 41 01, 8� ft R t .. •r•,- ,' 4" Ae�i,,i �^w ..., 4 s` rx•.i,' F2X:.d` i!,P.arri ,,�';'^ x& n .::�- ?.a.i.Q :s?r:-..Y.��'a3tra�'>3:3',2�'�. 4.51`s:' �'... �.�-" Y i1G:L 3.::• _ �' .�w S:vt`. :?» t'..{Ol;!s'1L2 =w�t31�7ta`.2.OR O,a,{ +":�'"a�? �SCY A"".trtr,C[k'� t=aLar'� '�7T•• z f , ca� ' 7. 71 ms or i n:LT ,.lV, �..� e74. .. " ,`ry Zr y4 'c`1tS", '.°.,i ,r ', � �—• k i�r"^h't',`��,1 G�7I1."•a.'. l v i:_pIa=,-s1�. a 3Si 1[t �.#�:tea`! to t.'zE� T��.A+��. -.regulator co s, atatttL�, a..d a�rdzn.seces �retoEare or.h:.rezrtez ettactcc� �x k S Me'3 k r ry �: by } .z Co•Slltu "�� S°'ate a: � '' �.' 3 w _ }.� � O c.CJeTlCj/ � .. hais g 3Uriscr.ietiO _ v • (Ord. 77- •) x �}, `Z y Y 1w;f"R CM%PTER 430-4 =Defi ni taoi M' "s 430=4_002` GeneraEj 33y Ualess 'otherwise.specsfically k� ^ � 1 r ✓ provided, o+- requzzed by ;the o12aaxnq terms have ' ,rI , the meanings •set m;th this' Chapter far the purposes,,.. x & Division. � 4 }Fmk 4 t • � r 430-4.004 Vehicle nCo �,Tekziis.I., ;Terrss, � such 8s Calzfora�z n"� pq owner, and vehicle itu.care w de aned sar x : specsally f the7erucT� , ` s tea: r rid �'o Code (including future ameadmeats yt ezet, , haffe the isa=e meanings here. f Y (Ord. 77- 430-4.005 Abar dohed�thi ii1i ndoned Vehicle"�`means,:'an, : x vehicle or Hart constituting a s,:..since,t. der erection A30"2 (c) f and Velzicle Code'Section'22650i r �� Y J Y1 aJi y • 410-4.003 Puhlic Pso-rty_ "k'tx3rlic PMo rj y" c*:ses scot ' r + r �a 7+ 4�rt���+ m `.r,�ay '1 Wy n'w �.r t e ,r+`a'` k v ' .. -. u. .,,°.x^.'R'�s YT+^.:ra i� av Ti�`r3ue A. ... g I�• ia. ! �, "IM t . 11 K1�''1` •.n�.e �6Ik{��'� '�,. �a eBY G�"EI�'�,Ir E��li. Y l • a:lL �`.'il i �.�,: •� s Z.a:.a, to z`'3�.«l4�}' ..,,..,ir Ztr,.L'c.>..� u i .•.I1JCta...Z.3.i+w �s"2, , .�:�- •.'�'..¢lwt'.,,�ra'tc..^d�1 t'i1.L!i `,+ .Y Ca V\, (_) Wai s ance'. 1 The w pre:.CAC3 OT sZR aoando ,z, ;w�eGi fid,- ,k d ismartled or inoparativz,vehicle or11bl parts C=,public Pro;�rty not uiclu3ig,hi�gaxays, ercent zts elpressZy r .le_ei*:a=ter c:ar. fitted, 'cons�atutes Z M Ld`nuisaace # be abated as such in accordance. vith�the ;vrovmsions o; this Division and Ccce_ (Oe. 77- 430-2.005 E.�ptions This Dlvtsicn sdall.,'not apF�Y to: - It A vehicle, ar parts =.thereon, s+ttuch is completely •�) _ ; enclosed.wit"iin' a buildi nq in A,",, lawfr3N aanne= wnera it is k m not visible Prem the street or"w othe�� lsc oic private PrcPerr�. G =s3 w 1 (2) . A vehicle,: or ,;parts taexeof, vxiich is stored a� _:� d parked in a'law_ p� -� _ ; L_ ul wanner on nate ,prooertv:� coanec�.2oa ,fir t, :•:it'i the business of a -licensed dis�aatler, cansed vehicle Y scaler, or junkyard;:, or whea such storage or _zarring is ="other- z" Cly S ° n prise necessa_� to the operatioa of a lzarfully. coni3ucted business " ' .or co: al enterprise.: QOr 77- .) n :'3a-2-OOS; No Ruisances. The e.ccep:a.oas nroz�c'ed zt ��::t_r..z a30- :BOG do 31Qt.author'ze i:e. ears0. or°r..3intzna.� t , of a ,Ub is o t=i mu.$aace aS defined b■ 1#Lws this Oiv isio. _43fl and Chgpter `10 or:V`Division 'Zl froecerciag. ' iJ_L1 s?�uSO) i nTL Ire,, \.rA... u } . t t: f r Vis. S a�,r�A si V: • • ..•J.. .. 2.• r .- - r-daaad t-a as Coati C�untp Boa=d-of, Sl'gervisor:. o:C'aia.3 its i011C:�s.' (e3_r�iry tl:r 3razthecical €ootnotes � the ofcicial test oL t1--- arz cte3 or amended royi.406s, Of th= Count code I�J µ �p Dkj!sioa 430 3s added to the,Couaty Ordlnzace Code, x to, effectuate the provisions a= Califo_*"I a Vehicle Code sectfoas 22560 —22658, to provide•for. :the abatemint�and `removal of %retuc3es "zow private and'mblic property not:includinghighcdays, for the protection ard. a&anceaent.of 'the,public,- ha-alth, ,safety, ` and welfa-re, to read: DMSIGN 430 R.b Mal .gid.�teh=cl es x CHAPTER 430-2 feneral;pidvis_o ss f 430-2.002 Title.-., This Diversion saali be knoir=i as the "'b3nco:�ed Vehicle ordinance of`-Contra4 Costa County". (Ord. 77- } ., 430-2.004 Atthority, Findings, nuisance: �r (a) - Authority_, This Diis enact' e&pnrsuaist ,to California Vehicle Code' Sections 22660; 22661 arhd 22665, and Gov r,mmnt Code Section 25345_ • (b` Find r z_ The Board finds IUM4 tom-xla a s 't:22t -the � ul dL.i.'t.�2.'�tlC:►lOr i. «�:r� �.`.��s:,,. v•_.`.C:»�� Or !?3.��5 C1�iC� :tib. pw.`.�Z"..�. :..%S �'s:S.r`.�:_a �. c••3-'z:a a C OMA—tio3r, t�.:Zj tC •-1`�i•rl 7:•1i•;� (�� • �'1tlp%•fi. '!.y1!'a��'••J' J•.a . r�tn•s '�:{....� .�� .. ,a.•,.. C :R'l�:' =3,. ":ri^%rfTr j i t 2""^.lv.,• ..C' :3«,nr.. 2. ... ,. .r .,.. '' ..., .. °."l !r�^{�;� .s±-art .,;w s•,. ` 'i ,e•,...""` � 53t � �„ 2. Administration. This program would be administered by the California Sig y Patrol pursuant to request from the county. The County's obligation, besides adoption of an ordinance and requesting the California Highway Patrol's administration of it on our behalf, would be limited to providing a hearing for those property or vehicle owners who contest the abatement. Although inquiry suggests there will be few of these, a mechanism is already established in the form of the Zoning Administrator to conduct these hearings. Should a hearing be requested and the vehicle found to be a public nnJsance, State law provides that costs may be recovered by an assessment on real property. Effect. The Planning Department, like the Sheriff's Depart- ment anc�Health Department, are faced with complaints about aban- doned vehicles each week,. and attempt to use enforcement of the Zoning Ordinance to amelioriate the problem. This procedure is quite involved, does not apply to many cases, and is financed out Of the County General Fund. During 1976, an an experimental program with limited authority, the California Highway Patrol abated nearly 600 vehicles in our county's uninoarporated'area. Adoption of an ordinance will provide an effective means for resolving this problem.. Recommendation. It is recommended that your Board adopt the attached ordinance and subsequently a resolution requesting the California Highway Patrol to administer the County Abandoned Vehicle Abatement Program.pursuant to Vehicle Code Section 22665, and that for this purpose the Clerk be instructed to introduce the Ordinance for first reading on November 1, 1977. • (ZG. t ,WILL County Administrator strator ADL:es cc: County Counsel ' Planning Department 011ou Qa f County Administrator Conua Board of Suoerhsors Kenny County County AdminiS"tion Buil&V Costan 1st Dauict Martinez—Catiiomia 9tM Nancy C iandm (413)372-4080 cam r V tl"1f!/ tad Dave Arthur rte,wid !t� IleMrt t:SeMedw Canty Ad amisuatw 3rd Otstrict Warro t N.t3OMM 4th District &19 W Hassell" 5th District October ao, 1977 RECEIVED OCT 251977 J.IL DtSSW SUM CQS7 Board of Supervisors Administration Building, Room 103 Martinez, CA 94553 Dear Board Members: Re: Ordinance on Abatement of Abandoned Vehicles Legislative authority for local agencies to conduct an abandoned vehicle abatement program has existed since 1967 and state reimburse- ment for costs of administration of such a program from the Abandoned Vehicle Trust Fund has been available since 1973. Concern, however, that the program would not be self-supporting has led to deferral of action by this County. Legislation modifying this program was enacted. in 1976, Senate Bill 746, and accordingly implementation is now recommended. This legislation requires the California Highway Patrol to administer the program for any,county with an Abandoned Vehicle Abatement ordinance if requested by that county, with costs to be. reimbursed from the Abandoned Vehicle Trust Fund. Information with" respect to this program is as follows: Purpose. The accumulation and storage of abandoned, wrecked, dismantled or inoperative vehicles on private and public property, not including highways, creates a condition tending to reduce the value of private property, to promote blight and deterioration, to invite plundering, to create fire hazards, to constitute an attrac- tive nuisance creating a hazard to the health and safety of minors, to create a harborage for rodents and insects, and to be injurious to the public health, safety and general welfare. Such vehicles constitute a public nuisance. The adoption of an ordinance to facilitate abandoned vehicle abatement is desirable. Mkrofibnod with board order A1179 In the Board of Supervisors of Contra Costa County, State of California October 25 , 19 77 In the Malin of Introducing Ordinance on Abandoned Vehicles Legislation having been enacted by the California State Legislature which authorizes the California Highway Patrol to administer, at the request of and on behalf of a local authority, an abandoned vehicle abatement and removal program; and - The County Administrator having this day submitted a letter recommending adoption of an ordinance to implement said legislation prepared with the assistance of County Counsel and the Department of California Highway Patrol. IT IS BY THE BOARD ORDERED that the Clerk is directed to arrange for introduction of said ordinance for first reading on November 1, 1977. Passed on OCT 2 51977. , 1 hereby certify that the foregoing is a tris and correct copy of an order erriered an the minutes of said Board of Supervisors on the daft afanwakL wonew my hand and tin Seal of tht Board of Originating Department: affo� d OCT 2 51977 19� County Administrator cc: Director of Planning Sheriff-Coroner Health Officer J. R. Of N, Cleric County Counsel Deputy Clerk State Department of 13•�zine at jkc;,terd California Highway Patrol Public Works Director H-24 sn>>sm l~.' 01178 w t t In the Board of Supervisors of Contra Costa County, State of Califomio October 25 . 19 77 In the Matter of Hearing on the Request of Mr. Ruben Reimche, Applicant, (2139-RZ) to Rezone Land in the Oakley Area. Mr. Enrico Cinquini, et al, Owners The Board on September 27, 1977 having fixed this time for hearing on the recommendation of the Planning Commission with respect to the request of Mr. Ruben Reimche, applicant, (2139-RZ) to"rezone land in the Oakley area from General Agricultural District (A-2) to Retail Business District (R-B), in lieu of General Commercial District (C) as originally requested by the applicant; and No one having appeared in opposition; and Mr. A. A. Dehaesus, Director of Planning, having advised that a Negative Declaration of Environmental Significance was filed for this proposal; and The Board having considered the matter, IT IS ORDERED that the request of Er. R. Reimche is APPROVED as recommended by the Planning Commission. w IT IS FURTHER ORDERED that Ordinance Number 77-106 giving • effect to the aforesaid rezoning is INTRODUCED, reading waived and November 1, 1977 is set for adoption of same. PASSED by the Board on October 25, 1977. I hereby certify that the fsnepoh k a trw and correct aW of aw on:kw ewleied on the minutes of said Board of Supeni m on tht dols afen akL CC: Mr. R. Reimche MIsne my hand and the seal of the sowd of Mr. E. Cinquini, et al s"PWVho's Director of Planning albni th's 25tbdar of_ October . 1977 County Assessor Clerk By !• Deputy Clerk Ronda Amdahl 01177 29 VV1- ED s SEP"191977 osnc WARD j 1 CLAIM FOR DAMAGE 2 T0: County Cleric, Contra Costa County. 1 4 5 Claimant's name and address: Frank P. Porter. ,Jr. 1201 Temple Drive 6 Pacheco, Cal 94553 7 Address to which notices are to-be sent: 1201 Temple Drive Pacheco, Cal 94553 8 1` 9 f�Date of occurrence: June 18, 1977 10 iiPlace of occurrence: 1201 Temple Drive, Pacheco, Cal. 11 Circumstances giving rise to this claim: False arrest & lunlawfull seizure of personel property. 12 13 14 Description of injury or loss: $200.00 Bail Money, $35.00 flashlight. 1S 16 Public entity and/or employee causing injury: C.C.C. Sheriff's namely Deputy Sheriff J. Fulwider 27164 17 ,Department, 1g ",Amount claimed to date: General damages $ 50,000.00 - 19 It future special damages. 235-00 20 50.235.00 21 !,Dated: September 19. 1977 t: 22 �� flu., � - . 23 Frank P. Porter, Jr. �. 24 25 26 Microfitmod with bogFd ader411'7 ,,. 27 .� 10/25/77 t NOeF. eQ CLiT'•:.NT the Co::-:ty, Vie cep.t C< & s :tCCfLrCt.s` FFEC to ycu l.G '�^'» :2nd 1 notice _ej the action. 'L�Cs. On :fee. czairl tiro •.:e .S^.O:nr"- A--Zlan. --'IM! Fectioa ! CL'C:.: Cj CupGtviu-l1 (Pataga1.ap-4 IFI, 'JeZ(:crf, re=ereLc s are to Ca1_fornla ! 4itiCt: ru.---t ant- tD GovP toren•r: Cec:C Ca" ti0i:S `t t.8, Cc-ee.) 1 913, 5 ?15.4. Pf=e netc the "wa-, ing" C1:a=3-t: Frank P. Porter, Jr., 1201 Temple Drive, Pacheco, CA 94553 Attorrc�: Aderess: c mt: $50,235.00 IiMID DELIVERED Date Received; September 19, 1977 to Clerk on September 19, 1977: By =ails "pcstnarked on -'T. r 'OA: Clerk of the Board of Supervisors :0: County Co=sel Attached is a copy of the above-noted Claim or Application t//o�� File Late Claim. DATED: 9f19/77 J. R. OLSSQ\, Clerk, B � fes!o (JL . Deputy FaTricia A. HP11 II. FROM: County Couasel TO: Clerk of the Board of Supervisors (Check one only) ( ) 71tis Clain complies substantially with Sgctions 910 and 510.2. ( �_,313is Clain FAIIS to comply substantially with Sections 910 and 410•.2, and we are so`nW na claki-ant. The Board cannot act for 15 days (Section-910.8). ( 37 Clain ' not timely filed. Board should take no action (Section 911.2). Board should deny this Application to File a Late Claim (S 911.6). DATED: ` - -"�"� JO'sm B. CL.IU�i, County Counsel, I __b� ` Deputy III. _O;,v GRDER By unaricocs tote c Supervisors present (Check one only) (v; ) This Claim is rejected in full. ( ) This Application to File Late Clain is denied (Section 911.6). I certify that :.his is a true and correct copy of the Board's Order entered in its minutes for this date. DATED: Oct. 25, 1977 J. R. OLSSON, Clerk, byt/�krt A&u� Deputy . Sandra L_ ilio a haR_NING TO CLADi..V1i (Government Code Sections 911.8 6 913) S'ca have orcy a wnvLs ir.;cn rep =iZinq c6 ti%46 notice to you E.cJhcrz which to 3.i..!e a ccwtt reticr. on tf--.i.6 �-eiceted Mim Ieee Gout. Code Sec. 945.6) wt 6 R.arXie y:.ca the dejLIAt of yaw% ApliUcatien to Fite.a. lu Laze Claim witkim.e.- ck to pc .Zt on a &mtt Jori %zUel +J om Section 945.41,6 ctcim-6.iting deadU a (aee Section 946.6). Yc% aG:j scr-k uze advice of any a=crr_c. 0j yewt choice- in conr:ection Wzdt tlu.b r..:=et. IS vea =rt to cerhatt an a tatrey. yea thoutd do ',6o .u=ediateZc . W. FR'?41: Clerk of the Board TO: 1 County Counsel, (2) County Aidsinistrator, 8 (3) Public Works, Business € Services Division Attac:_ed are cepies of the above ClaiD or A_plication. Ke notified the claimant of :he 3oard's actica on this Clain or Application by nailing a copy of this ecce_;=nt, and a me-o thereof has been filed and endorsed on the Board's copy of this Claim in accordance with Section 29:03. DA7�D:Oct. 26, 1977 3. R. 0�-SSC`;, Clerk, £y dL,y' = t , Peauty Sandra L. Ni Ison ..W.4: (1) Cot.--ry Co:.^sel, (2) County n -:inistrator, TO: `Clem of the Baird (5) Public I:o:s of SL Received copies of this Clara or Application and Board Order. DA?a=`=Oct. 26. 1977 County Counsel. 3y ' CcurtJ Ad-inistrator, er x'}l;i iic r ur'�s. By 01175 CONTRA COSTA COUNTY STATEMENT— COUNTY COUNTY AUDITOR-CONTROLLER ROOM 22203.FINANCE BUILDING MAIN AND COURT STREETS '.1ARTINEZ.CA.94553 ttal,e cfkctcs payable to County Auditor-Controller.Mail psymasts to County Auditor.Room 203,Fin:rire Bldg. EnUuse a self-addressed stamped envelope if a return receipt is desired. t> Ruin and Court Street: Martinez.California 94553 TO- FAMILY ID DATE f11n1 r., F.(ANn rrIEI�<f 3ti�9 �—I 1i:/t,./II 1-)I ILt+IYLz jA ENTER THE AMOUNT ENCLOSED HERE: PLEASE CALL 372-2187 IF YOU S . HAVE ANY QUESTIONS ABOUT THIS STATEMENT. OETATCH ARO RETi/RM RiIICR PORTION WITH PATMEHT DATE DESCRIPTION AMOUNT ev RAat A" qt ► t 13ALANCE FORWARD 58.70 58.70 TOTALS 58.7u .00 58.70 tss#ss##tt PAY THIS AMOUNT # 58.78 sss####### YOUR PROMPT PAYMENT WILL BE APPkEC/ATED t 011'74X�4m n E, D SEP 19 1977 J..It oLSM eoaAa of suvocvrwas 1 CIAT;4, FCR 1)1%1 FS 2 TO: County Clerk. Ccntr-a Costa Coi,nLr. 3 i 4 4 3� 5 "Claimants name and address: Frank P. Porter 11 1201 Temple Drive b Pacheco, Ca 94553 7 'Address to whibh notices are to be sent; 1201 Temple Drive Ij Pacheco, Cal 94553 8 1i it 9 ,'Date of occurrence:June 18, 1977 10 ;;Place of occurrences 1201 Temple Drive. Pacheco, Calif 11 'ICircumstancesiving rise to this claims False arrest and 4felony battery(3 cases) by a public officer. D.S. Fulwider 12 ;.twisted my right arm when handcuffing me and raised me off the, , ;ground, with undue force, by the handcuff's while my hands were 13 behind my back. Emotional battery by many uncalled for remarks regarding bail, threatening to shoot me if I were to try to 14 .escape because I was arrested for a felony. 15 !,Description of injury or loss: $200.00 Bail money, $ 58.70 =`County Hospital(see attached statement) 16 17 Public entity and/or employee causing injury: C.C.C. 'Sheriff's 'Department namely Deputy Sheriff J. Fulwider 27164 13 i 19 +Amount claimed to dates General damages $ 200,000.00 Est. present & 20 '.; future special y aamages. 258.70 21 ' 100,25d.70 22 i` Dated: September 19.1977 .� 23 z �nk P. Porter 24 25 26 Oil«yam ,1Akrofiilrned witFt board order ` 77 r , ;;F Si:-PEn1lS0RS°OF M=lKia COSTA COi.V , CALIFORNIA Board Action, 10/25/77` , NOSE e0 CL-11*NT Clui^., A Zinsz the Cauntl•, 1*i}, c copy 01 tU4 Oc_um—e X R Ga to Sou (-, Yeut Reutirt _T:dor se::,..e::s, and rL_cc ej the act4^n text. or, 7i':Li b!: Zte s"oard Action. {Ail Section Cj Sapexviscr,.a f ftutgr..aph Irr, bcZac'j, references are to CaUfo:aia ) given W.Auant ;o Goveux: ►tt Code Secti.e�,d 911_8, Cover.meat Code.) ) 413, S 915.4. Pteade notie ,the "w*zwing" Wow. Claimant: Frank P. Porter , 1201 Temple Drive, Pacheco, CA 94553 Attorney: Ad4ress: Amount: $100,258.70 HADD DELIVERED ftte received: September 19, 1977 XJ'Feff*RQ.J-tb Clerk on September 19, 1977 By nail, -postmarked an 'I. FROM: Clerk of the Board of Supervisors T0: County Counsel Attached is a copy of the above-noted Clain or Application to File Late Clain. DATED: 9/19/77 J. R. OLSSON, Cleft, ByQd hAlf i it � � •__a.D Deputy rairfUld call H. FRONI: County Counsel TO: Clerk of the Board of Supervisors (Check one only-) ( /) This Clain corplies substantially with Sections 910 and 910.2_ ( / ) This•C gg}}nn FAILS to comply substantially with Sections 910 and 910-2, and we are ,rtsols�5W=g claimant_ The Board cannot act for 15 days (Section 910.8). ( ) eK,���aot timely filed. Board should take no action (Section 911.2). ( ) The Board should deny this Application to File a Late Claim (Section 911.6). DATED: 5-9.3-77 JMN B. CLAUSEN, County Counsel, By � OQ Deputy I I. _ SCAi.D ORDER' - By unar mous vote of Supervisors present (Check are only) • (X.X) Mus Clain is rejected in full. { ' ) This Application to File Late Claim is denied (Section 911.6). I certify that this is a true and correct copy of the-Boards Order entered in its minutes for this date_ DATED:Qct. 25, 1977 J. R. OLSSON, Clerk, by Deputy S a I..; U3.1F.Lson HAmilx'G TO CL' inaRT Government code Sections 911.8 $ 913 Yet: have or y 6 witha jabs Zte, maixg op tW notme to you which to a ccuAt action oa #Isis xejected Min (4ee. Govt. Code Sec. 945.6) on 6 =ivdss icon the deniat o5 yospt Apptica~'.ion .to Fife.a.Late Claim within-which to - ,et4tien c cozat 6" a¢,Gi ej otos Section 445.44 claim-si f i►tg deadline Idea Section-946.6). You nay Beek the advice o f ary attorney o5 yowt choice in connection wick #laid ratty- I; aeu. se'.,rt .to consu an atto:tneu, you 4F.euld do do immediately. IL'. FROid: Clerk of the Board T0: 1 County Counsel, (2) Courty Admiristrator, h (3) Public Works, Business 8 Services Division Attached are copies of the above Clain or Application. We notified the claimant of the Board's action on this Clain or Application by trailing a copy of this- document, and a memo thereof has been filed and endorsed on the Board's copy of this Claim in accordance with Section Z9705. L1ATcD: Oct. 26, 1977 J. R. OLSbON, Clerk, 8y L&a � L` Deputy IT. iR0`•.: (1) County Counsel, (2) County Administrator, TO: Clerk of the Board (3) Public Korks of Supervisors Received copies of this Clair or Application and Board Order. DATc�: Oct. 26, 1977 ,County Counsel, By County Adairistrator, by Public Korks, By p. 01172. t In the Board of Supervisors of Contra Costa County, State of Cal4amia As Ex-Officio the Governing Board of the Tassajara Fire Protection District October 25 , 14 77 In the QAaltw of Approving Inspection Services Contract for Construction of Metal Apparatus, Building, Danville Area. (7023-4096) The Board of Supervisors, as ex-officio the governing board of the Tassajara Fire Protection District, APPROVES and AUTHORIZES the Public Works Director to execute an Inspection Services Contract with Mr. Robert G. Soto for contract documents review and construction inspection services for con- struction of a metal apparatus building at Tassajara Fire Protection District. The Contract is effective October 25, 1977 and provides for payment in accord- ance with standard rates as indicated in the contract. PASSED by the Board on October 25, 1977. 1 hereby certify that !h farpoiq is a bw and corned copy of an order erlI 'an the alkw k s of said Board of Supervisors an SIM dab I F ne I A Originator: P. W. Dept. WWnss spy hand and dw Sed of do Board of Bldgs and Grnds supervisors cc: Public Works Department afBaosd �25t.4 dale 77 of--October . 19 Agenda Clerk Arch. Div. J. R. OLMN, Clark County Auditor-Controller p4zc- , Depvly Clerk J. Dye County Administrator lf.POUS P. Burton Inspector H N 3176 13m C06 t tom' i t4 VOL. 3 V s ; slLn, --- - -�- -� -- r=tet_ --•� i- -s =-.`� --E (�' € Its♦ctPTiiti �;rot.-. • t INVIR014, J - = CFO DROP-wwu.P FURS1 s 894. DIV. T7 17 r,list v•II W L 41w o" zop low *as IT r? nm r _ -OFT W t -bLDG.'AV'- LOO :CONTROf. w. ow; r all _�-. .• -,.�_, <... a -0—�►r►�lt♦.y n n u• reg. l •` _, �d �: 1p -NOTt_. !b iti I. IN'%TAII 1444 CONDUIT PAOM All t?IEMEKTd% og sY-Ojt:M TO T"WdWAITTOL AT MAIN CNTtY - 12. fb=3c APIMIND Ts &NVAITTI It WI W AT + 48' OIL AOs DIAWTEs. 3: PtloTOV-tc;etc &*'%1% To NO AT + lW Of .YD O-BL G•-.'AtICfiv4 614 ------------- � 1 . s 3,4r.��ollnntT � , . "_ i+a fXTr;Ll0a DR. AIADL: ?MOTO- tt:e.,:.�bM08"lc) � 2O� ` � b(iIIGORCW,tKjEfl 1 SAAN4M1TSt��NK� ,"" 1 - A ittll'4S 'S0'PEtj titsOYt{ItitG� AURVICLANCt CYST-1 :r-.L 0 c- R._—--p c .A_?t,.:. } Pe -.. , a� k .�t.a:�t�-Gt'_�'CDG._�T.,.�rtooD`�Cco�l'�1toc �►�TE- .;*. � ADI-06: Glass & Glazing (Section 8D, Materials, Paragraph 1) Add the following: "Use Tempered solar control glass in openings below the seven foot level from floor line; use solar control glass above the seven foot level." ADI-07: Structural (Sheet Si) Add theolofof lowing typical nailer schedule: Steel Beam Naiiers ea. side W14x22 3x12 WI4x26 3x12 W18 x 45 4 x 16 + V PW against web W18 x 55 4 x 16 + I? PW against web W18 x 60 4 x 16 + h" PW against web W18x77 6x16 Note: This schedule applies to conditions such as those at the W14 x 22 shorn in Section 8-S5. ADI-08: Electrical (Sheet E1, Numbered Electrical Notes) Note No. 2: Add the following: `Cover shall be a traffic cover." ADI-09: Electrical Furnish and install 3/4" dia. empty conduit and duplex receptacles, for alarm surveillance system (N.1 C.), as shown on attached drawing marked ADI-B. END OF ADDENDUM Attachments: a. 8;k x ll -inch Drawing ADI-A. dated 10-21-77 b. 8� x 11 inch Drawing ADI-B, dated 10-21-77 011f� Page:2 of 2 =,.: October 21, 1977 *7633 Public Works Department Contra Costa County Sixth Floor, Administration Building Martinez, California OFFICE BUILDING AT FLOOD CONTROL SITE, MARTINEZ, CALIFORNIA ADDENDUM NO. 1 TO: All Prime Bidders of Record Acknowledge receipt of this Addendum by inserting its number and date in the Bid Form. Failure to do so may subject bidder to disqualification. This Addendum forms a part of the Contract Documents, and modifies the Documents as follows: ADl-01: Testing and Inspection (Section 1B) Special Requirements: Delete and replace with the following: "The County shall pay for the costs of all first tests and special inspections required under this Section—of Specifica- tions. The General Contractor shall pay for all retesting and/or reinspections made necessary by substandard7fl rst test results." ADI-02: Windows (Floor Plan Sheet A2) Add five (5) Type A windows at real property area per attached drawing marked AD]-A. ADI-03: Splash Blocks (Eater. Elevs. Sht. A3) Delete note requiring concrete splash block at each B.W.L. ADI-04: Reception Counter (Interior Elevs. Sht. AS) Increase length of Reception Counter in Real Property from 7 ft. 6 inch to 11 ft. 6 inch. Provide two adjustable shelves and doors in additional length. Delete rail and gate between counters as indicated in attached drawing ADI-A. ADI-05: Sound Insulated Walls (Floor Plan Sheet A2) Terminate wall at ceiling, overlay ceiling with sound insulation extending 24" each side of wall line. Page I of 2 . ;:Mcrotiknea-vAth board order In the Board of Sup�rviBors r of Contra Costa County, State of California October 25 , 19 ,jZ M the Monter of Approving Addendum No. 1 to the Contract Documents for Flood Control Building Addition, Martinez. (4405-4062) The Board of Supervisors APPROVES Addendum No. 1 to the contract documents for the Flood Control Building Addition, 255 Glacier Drive, Martinez. This Addendum increases the number of windows in the north and east walls of the building, provides other miscellaneous corrections and clarifications, and does not change the estimate of cost for construc- tion. PASSED by the Board on October 25, 1977_ 1 hereby codify that the foregoing 4 a ftwe and cored aW of an order e>1Mred on the minutes of said bord of Supervisors an the date aforesd I Originator: P. W. Dept. VAIn Ms my hand and do Sed of the Board of Bldgs and Grnds "�0f' aiiaed 25th day of October . 19 77 cc: Public Works Department Agenda Clerk Architectural Division J. R. OLSSON. Cork ByDopWy Clark N. Pous 0110). H-24 3/76 1$m { r I Many of the above damages have not resolved themselves, 2 and are therefore not presently ascertainable. General dam- 3 ages in the sum of $25,000.00 at the present time plus spe- 4 cial damages. 5 6 DATED: August 24, 1977 7 8 9 10 JEt PAIGE VAKER 22 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 . . . . . -2- 01165 = ; 1 f I JENNIFER PAIGE BAKER 400 Perkins Street, 1203 AUG 2 6 1977 2 Oakland, California 94610 3 [4151 835-3418CM�q OLSIM aF su , 4 Claimant CM 5 6 CLAIR FOR DAMAGES 7 AGAINST THE COUNTY OF CONTRA COSTA 8 9 TO: BOARD OF SUPERVISORS CONTRA COSTA COUNTY 10 Administration Building Martinez, California 94553 li 2 NAME OF CLAIMANT: JENNIFER PAIGE BARER 13 ADDRESS OF CLAIMANT: 400 Perkins Street, #203 Oakland, California 94610 14 ADDRESS TO WHICH NOTICES 15 ARE TO BE SENT: 400 Perkins Street, #203 Oakland, California 94610 16 DATE OF ACCIDENT OR OCCURRENCE: June 26, 1977 17 DESCRIPTION AND PLACE OF THE 18 ACCIDENT OR OCCURRENCE: At or around Parker Avenue, south of First Street,- in the 19 City of Rodeo, County of Contra Costa, State of Calif 20 ornia. 21 NAMES OF COUNTY EMPLOYEES INVOLVED; TYPE, MAKE AND 22 NUMBER OF EQUIPMENT IF KNOWN: Deputy Sheriff Don Stuart Bell; 1973 Dodge, License 23 # 616604. 24 KIND AND VALUE OF DAMAGE: Personal injuries, pain and suffering, medications, men- 25 tal stress, wage loss, trans- portatioA,,inconvenience and 26 many other iters_ _ Ohfq� . M en ] Mkro4itmed vAth board order I negligent operation of that vehicle, thereby causing 2 the rear end of the vehicle to come over the sidewalk, 3 thereby striking claimant, among others, proximately 4 causing her to receive the aftermentioned injuries. 5 �= FUND AND VALUE OF DAMAGE: Personal injury damages, 6 including continuing pain and suffering, medical ? specials, wage loss and other damages, the full ex 8 tent of which have not been determined as of this 9 time. 10 AMOUNT OF CLAIM: Undetermined, because the damages are continuing in 11 nature and the residual 12 problems are not yet clearly defined. Claimant estimates however, that her damages 13 are in excess of the juris- dictural amount of the 14 Contra Costa County Superior Court. Claimants special 35 damages to date include: 16 Dedication $ 30.25 Doctor visits 100.00 17 Physical therapy 198.00 Hospital emergency 18 room treatment 78.65 Ambulance 67.63 19 20 TOTAL' .... $474.53 t 21 DATED: September 19, 1977 tolf t 22 JENNIFER 2PAMIFE BAKER 23 24 25 26 01163 " r- _2 ENDORSED 1 JENNIFER PAIGE BAKER 400 Perkins Street, #203 F I L E 2 Oakland, California 94610 3 [4151 835-3418 LSE1977 W 4 Claimant aas cowcow 5 6 CLAIM FOR DAMAGES 7 AGAINST THE COUNTY OF CONTRA COSTA 8 9 TO: BOARD OF SUPERVISORS 10 CONTRA COSTA COUNTY Administration Building 11 Martinez, California 94533 12 NAME OF CLAIMANT: JENNIFER PAIGE BAKER 33 DRESS OF CLAIMANT: 400 Perkins Street, #203 Oakland, California 94610 34 ADDRESS TO MICE NOi2CES 1$ ARE TO BE SENT: 400 Perkins Street, #203 Oakland, California 94610 36 DATE OF ACCIDENT OR OCCURRENCE: June 26, 1977 37 DESCRIPTION AND PLACE OF 18 THE ACCIDENT OR OCCURRENCE: At or around Parker Avenue south of First Street, in 19 the City of Rodeo, County of Contra Costa, State of 20 California. 21 FACTS OF ACCIDENT OR OCCURRENCE: Or or about June 6, 1977, this claimant was standing 22 on the sidewalk at or around Parker Avenue, south of 23 First Street, in the City of Rodeo, when Conta Costa 24 County Deputy Sheriff Don Stuart Bell, driving a 25 county emergency vehicle (1973 Dodge, licence # 26 616604) , lost control of the vehicle, due to his 01162 7en A,.iaoiaW with board order BOARD 1CTI F BOARD OF SUPERVISORS OF CO.`iM!k COSTA COUMM. CALIFORNIA Oct. 25, 1977 Vended NOTE TO CLAIMANT Claim against the County, ) Tke copy of thib�c�t wr ¢ .to you 4A yout Routing Endorsements, and ) notice oI the action txkex ox youx claim by the Board Action. CAII Section ) Soaad os SgpeM iao44 (pdxag=;* I1I, betaw), references.are to California ) given pmuaxt to.Goutl meat Code Sectiona 911.8, Government Code:)- ) 913, 5 915:4.. Ptwae ri0te•the "W mbgw bdour. Claimant: Jennifer Paige Baker, 400 Perkins Street, #203, Oakland, California 94610 Attorney: Address: Amount: Undetermined Date Received: September 21, 1977 By delivery to Clerk on By mail, postmarked an Sept. 19. 1977 1. _ Clark of the of SupervisorsCounty COU12201 - Attached is a copy of the abovsk-noted Claim or Application to File Late Claim. DAT'ED:Sept_ 21, 1977J. R. OLSSON, Clerk,• By *_np. , Dainty L. Johnoon 11. FROK: County Couns&L vc -•' M.- clerk of the Board o rs. (Check one only) 'Sty b i This Claim complies 'th Sections 910 and 910.2. C ) This Clain FAILS to cooply`"snbstantially with Sections 910 and 910.2, and we are so notifying claimant. The Board cannot. act for 15 days (Section 910.8). ( ) Claim is not timely filed. Board should take no action (Section 911.2). C ) The Board should deny this Application to File a to ( 911.6). DATED: r- ?i- ?� jam 8. amseS. County Counsel, _ � c.ti �!/ De r___.__• ruty Ill. BOARD OMER By intantre s vote of Supervisors'present (Check'one only) (X-X) This Claim is rejected in full., ( ) This Application to File Late Chis is denied (Section 911.6). I certify that this is a true and correct copy of the Board's Order entered in its minutes for this date. DATED: Oct_ 25, 1977J. R. OLSSON, Clerk, by � !�• ���-• Deputy' '— Jeni`e L.Jonnson TOcWHAW IMverammut code sections 911.8 44 913) YOU have ORLY 3'MKXM ik= MAL"S oaVIAA Ko—'�c t to YOrc which to We a eouAt actiax on this xe1teW Ctaia (Au Govt. Code See. 945.6) one 6 wnt6 i4om At dvL L of you& Appe&At an to Me a Lata Ctawi din wfliah - to petitiox a eom t {ox ketiAd &wn Section 945.4',& cbUn-J.ilixg dea Mika Ieee Section 946.61. You =y aee+� t m advice o any&MMxey o yown choice in connection wiA rhiA artteK. Ie you want tD mongolt ax attaime- . You ahoutd do ao Zmed&yteU. YT.—FROM: Clerk of the Board TO: County Counsel, Z) County Administrator, $ (3) Public Works, Business $ Services. Division Attached are copies of the above Claim or Application. We notified the claimant of the Board's action on this Clans or Application by nailing a cop)r of this document,-and a memo thereof has been filed and endorsed on the Board's copy of this Claim in accordance vith §ection 29703. OATED:Oct. 27. 1977 J. R. OLSSON. Clerk, By r_. 2 /'II•I/ , Deputy Janie L. Johnson V. FROM: (1) County Counsel, 2) County Administrator, TO: Cleric of the Board (3) Public Works of Supervisors Received copies of this Clain or Application and Hoard Order. DATED: Oct. 27. 1977 County Counsel, By County Administrator, By Public Works, By, r - _ 1t v. 3/77 ' i Water flow, erosion and loss of use of the properties. 2 Dated: September 16, 1977 3 4 5 6 r 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 26 N'a�O•.�CES MER RIt.I.TNIESSEN t GAGE. a�tDseA�owas _ ��" Cp.Pp.aT�Dw - 01160. - sn..owsas.aaT - Dawvt.lE.Ca.*4" t,,Ot aNs I even a light rain, which waters otherwise historically had accumulated on 2 other lands, including t'S property, and been absorbed there. Further, 3 during the very brief rainy season of last winter's unusually dry 4 precipitation, substantival waters accumulated to the back of Claimants' 5 property and flooded portions of Claimants' property which had never before 6 been flooded to the knowledge of Claimants. Claimants are informed and believe 7 that during any norma]. rainy season there will be substantially increased B flow of waters onto and around Plaintiffs' properties of waters which otherwise 9 historically would have accumulated on other lands, including OC's 10 wetland property and been absorbed there as part of the natural ombours 11 of this area. As a further result, the ground water level table has been 12 materially altered, the natural water course obstructed, a natural wildlife 13 habitat and wetland destroyed, and Claimants' properties and improvements ld thereon are endangered, all in an unknown amount but which Claimants are 15 informed and believe to be in excess of $200,000.00. 16 The names of the public employees causing the said injury or loss 1: are unknown at this time. 18 The amount claimed as a result of said transaction as of the date 19 of presentation of this Claim is unknown, but Claimants estimate it could 20 be in the amount of $200,000.00, including the estimated amount of prospective 21 injury and damage and loss insofar as is known at this time. 22 The basis of this computation is the trespass upon Claimants, land 23 of these waters, erosion, loss of use of their property already insurrec 23 during certain periods, shifting and settling of the land with apparent effect :5 on improvements to date and further losses that may be incurred 'if improvements 26 are damaged or destroyed as a result of the hydrostatic pressure and surface MERRILI,iNl@SSEN t GEGEN _3— •PaOFESSNN:K 01 1 CD..O11�TOM till■ yr saa.r sTaatr wl.vluc.u wu. Ttl.U/ASIS I The circumstances of this transaction are that, on or abort 2 September 23, 1976, the COONff.OF OONMA CC6'17A, by its Public Works and other 3 departments, permitted the filing of a negative Declaration with respect 4 to.a grading permit issued to Defendant PETFR OSTROM and grading conducted s an certain real property eognrised of approcimiately four acres on the easterly 6 end of Las Quebradas Lade, Alamo, Chlifornia, causing the wrongful diversion 7 and intense concentration of surface water flow from subdivision and resulting 8 in the destruction of plant and wildlife existing in a natural wetland on 9 said property. 10 Claimants further allege that pursuant to the requirements of the 11 California Administrative Code, Title 14, Sections 15080, 15081 and 15082, 12 an Environmental Impact Report is required when the initial study shows that 13 a proposed project will have a significant effect an the environment, whether 14 such effect is, cumulatively, beneficial or detrimental. Further, Section 15 15082 roses a mandato--y finding of significance where the project has lb the potential to degrade the quality of the environment, etc. 1' It is Petitioners' contention that, in filing a Negative Declaration, !g the COUNM OF CONTRA CO6'17A violated the duty iby the above-cited 19 sections of the California Administrative Code. 20 Further, it is Claimants' contention that no notice, as prescribed 21 by Section 15083(d) of Title 14 of the California Administrative Code was 22 xgiven to the Claimants or the general public. 23 As a result of the Negative Declaration, PETER OSTROM'S Application 24 Ifor Grading Permit was approved and grading commenced. The result of this L :5 :grading is that there accumulates across the rear of Claimants' land (which 26 tnas not heretofore been so flooded in the summer), substantial water after MERRIIt.THIESSEH aGAGER —2+ co►ro..T�oM X115 L .»►►awe steeET O.wvlllt. C.to" SEL.t1l�slf 1 i HaU LL, THISSEN 6 GAGT37 A Professional Corporation 2 Attorneys at Law 177 Front Street, P. O. Box 218 L �. 3 Danville, California 94526 F I E, 1!eleplhone: (415) 837-0585 4 Attorneys for Plaintiffs SEP 21 1977 GM 40A110 OF SUPWASM m 6 7 8 BEFORE TEE BOAEtD OF SUPERVISORS OF THE COL NTN OF CONVA COSTA 9 10 11 W. HOUS, et al, ) 12 Plaintiff, ) NO. 171224 ) 13 vs. AMENDED CLAM 14 PETM OS'1ROSU, THE; COUNTY OF ) CONTRA CO6'`TA, a political ) 15 subdivision,,et al., - ) 16 Defendants. ) 17 18 TO TETE HOARD OF SUPERVISORS OF THE COMFY OF COI11'RA COM: 19 YOU ARE MY NOTIFIED that this Claim is presented by and on 20 behalf of owners of certain land in the Tom of Alamo, including W. BOUTS, 21 E. PERRY, M. SAUFEMM, C. 1, 07. DAY, D. CORLISS. All notices or other 27 ccommications with regard to this Claim should be sent to the Claimants 23 care of M RRUX, T11UMEN b GAGEN, 177 Front Street, P.O. Box 218, Danville, 24 "al.ifornia 94526. 25 a The date and place of the transaction giving rise to this Claim 26 are September 23, 1976, througb this date, in Alamo, California... a,a.a,,.ctf w NIERRiII..TNIEfSEN a? . awceN 1 01115i ` a►to,EsuoN�i cal,otaT.a. 1l1,RpMT fTEtET • OaNYI�t.{a,Mf7 TE4.fftaw - . Page 3 these dry summer months) , some six inches of water which otherwise historically had accumulated on other lands, including Ostrosky's property and been absorbed there. As a further result, claimants believe that the ground water level table has been materially altered, the natural water course has been obstructed and claimants' properties and improvements thereon are endangered, all in an amount unknown but which claimants are informed and believe may be in an amount of $200,000.00. The names of the public employees causing the said injury or loss are unknown at this time. The amount claimed as a result of said transaction as of the date of presentation of this claim is unknown, but claimants estimate it could be in the amount of $200,000.00 including the estimated amount of prospective injury and damage and loss insofar as it is known at this time The basis of this computation is claimants' estimate -- of losses they may--incur if-their improvements-are-damaged— or amaged -or destroyed as a 'result of the hydrostatic pressure and the surface water flow, erosion, loss of use of the properties, etc. Dated: November 15, 1976. I;.ERRILL, THIESSEN & GAGEN A Professional Corporation ,i 'Richadl A. Yane Attorneys for Ci 'want Q1.vii-S Page 2 collection channels including a totally inadequate and sub- standard artifically created concrete ditch on the easterly end of Las Quebradas Lane in Alamo, California, and the collection and intense concentration of these and other waters on properties easterly of claimants' properties. The said County of-Contra Costa and its-departments further damaged claimants by having permitted Peter Ostrosky to artificially fill his real property (which consisted of an old-lake bed and bog area onto which surface waters have historically collected and been absorbed) and caused or permitted Ostrosky to-grade the bulk of the property more than three feet above its natural contours and thereby displace all waters which normally collected on said property; the County of Contra Costa permitted/ encouraged/approved/allowed these present damages- and those damages which shall naturally flow from this substan- tial change of surface water flow and ground water table . adjustment both through the grading permits issued by the - County of Contra Costa and through the drainage ditches • .permitted to be created on said property by the County of Contra Costa to artificially concentrate all such surface waters on the properties of claimants herein. The result has been that in this driest of summers, there is now flowing across the rear lowest depression on claimants' land {which has never heretofore had water flowing across it during ZVI 01155 CLAIM FOR DAM.�S FROM INVERSE CONDEMNATION, ALTERATION OF NATURAL DRAINAGE FLOW AND OTHER DAMAGES TO: THE CLERK OF THE BOARD OF SUPERVISORS, COUNTY OF CONTRA COSTA: This claim is presented by and on behalf of owners of certain land in the town of Alamo, including K.• Routs, E. Perry, M. Kauffman, C. Thiessen, W. Day, D. Corliss. The post office address of claimants is care of Merrill, Thiessen & Gagen, A Professional Corporation, . P.O. Box 216; Danville, California, -and all notices re- specting this claim should be sent to said address. The date and place of the transaction giving rise to this claim are approximately July 1, 1976 through this date in Alamo, California. The circumstances of the transaction are that the County of Contra Costa, by its Public Works and other departments, has permitted the wrongful diversion of surface waters from their natural water course on a certain parcel of real property owned by Peter Ostrosky comprised of approximately four acres on the easterly end of Las euebradas Lane, Alamo, California, and has further allowed the wrongful diversion and intense concentration of surface water flow from sub-divisions easterly, northeasterly and southeasterly of claimants' properties through various I r L � it5 19rG �xH�atr Oils ,1.z:a!sscsK 1 time after learning of the existence of the. Negative Declaration. 2 EFM, Claimants respectfully request that their application 3 be granted and that the attached Proposed Amended Claim be received and acted 4 an in accordance with Government Code Sections 912.4 and 912.6. 5 Dated: September 16, 1977 6 S 9 10 11 12 13 14 15 16 13 1S 19 20 21 22 23 2,1 �c 76 a...o...cca IA60MMI.THIESSEN t GAGE" • ...oswaawr.� �' 0.1i:1�3. ee,,.ow.TlDtl .i /n.wowsaswtET �. TEL.u1.cw 1 II 2 Petitioners' cause of action as set forth in their Proposed Amended 3 Claim, attached hereto, accrued on September 23, 1976, a period within one 4 year from the filing of this Application. 5 III 6 Petitioners' reasons for the delay in presenting their Amended_ 7 Claim against the COUNU OF OOHM OOSTA and DOES XX through XXV are as 8 follows: 9 A. Contrary to the provisions of California Administrative Code, 10 Title 14, Section 15083(d), Petitioners were given no notice, either by 11 posting, mailing or publication, of the preparation and filing of the Negative 12 Declaration relative to Defendant ORROSKY'S Application for Grading Permit. 13 B. Petitioners' first knowledge of the Negative Declaration 14 was acquired in or about August, 1977, when Petitioners had occasion to deck 15 the original file maintained by Defendant COURrY. 16 C. No prejudice has resulted to the Defendant COOM in that 17 Defendant had notice of Petitioners' claims as a result of the timely is presentation of their original Claim, attached hereto as Exhibit "A", as 19 :well as earlier personal and telephone contact with COE Y'S Planning 20 Department and other personnel. 21 D. The failure to raise the impropriety of the Negative 22 Declaration was a result of mistake, inadvertence, surprise and excusable 23 ;neglect in that Defendant COUt13Y failed to give the statutory notice set 24 forth in the Adainistrative Code; as a result of said failure to give proper 25notice, Petitioners were unable to raise the issue in their original claim. 26 E. Claimants presented this Amended Claim within a reasonable Lbw OfrCti , #ALRRILL,TNIESSEN GAGE" -2- 01152: . A RR0f lS110NAL C0RpR1T1�11 ITi FR0NT ITRlET CAWIN TlL.W Rlli I KMR=, THIESSEN & GAGQJ A Professional Corporation 2 Attorneys at Law ,,,( 177 Front Street, P. 0. sox 218 SEP 11977 3 Danville, California 94526 Telephone: (415) 837-0585 r J.It ocssoK 1 CLEW BOMD OF SUPEfty SM Attorneys for Plaintiffs oa 5 6 7 8 BEFORE THE BOARD OF SUPERVISORS OF THE COIPJPIC OF CONTRA COSTA 9 10 11 W. HUM, et al, ) 12 Plaintiff, ) NO. 171224 } 13 vs. } APPLICATION TO PRESEV AMENDED CIAIIII [ANDER SE=OH 14 PETEROlSTROM, T1s; COMM OF j 911.4 OF THE GOVEMOUM CODE OMMA COM, a political ) 15 " subdivision, et al., ) 16 Defendants. ) 17 18 TO THE BOARD OF SUPERVISORS OF TIIE COUHff OF CONTRA COS"fA, STATE OF CALIFORNIA: 19 20 1 21 Petitioners, W. AO[T15, C. THEESSEN, E. PERRY, W. DAY, M. RAUFRWI 22 and G. CORLISS, hereby apply to the Board of Supervisors of the County of 23 Contra Costa for leave to present their Amended Claim against the COUSY 24 OF CMIM COSM and DOES XX through XXv, pursuant to Government Code Section ;5 911.4. 26 uw ofs.ces �,�r MERRILL.THMSSEN l 0.y •51 i CAGEN 1■ RA nr0.[A•Owt - 1//..o"T 31399T o.NV/ItU.C._1.s3. T[l.3n ONs cOA.RL% OF SUPERVISORS OF CQ�"£PA COSTA COUN"TY, CALIFORNIA Nam TO CL1%D1_kr,T Claim Seci st the County, } Vie tope oto ycu .is yews Routing Endorsements, and j notice oS -tf:c action txtca. on youA cZr..Zn by .ute • Board Action. (All Section ) fim%d os rtWexvi4ou JPa4ag2a;Y: II2, below), references a.e to Califbrhia ) divest WAuanat .to Goverment Code Seetionb 411.8, Go errnezt Coee.) ) 413, 5 915.4. P.tcaae rote ,he "aaAning" betea:. Claimant: W. Houts, et al Atto�ey: Merrill, Thiessen 4 Gagen Address: 177 Front Street, P. O. Box 218, Danville, CA 94526 :.count: $200,000.00 - (Hand Delivered) Date Received: September 21, 1977 B, delivery-to Clerk on September 21, 1977 By mail, -postmarked on i. FRCu: Clerk of the Board or Supervisors TO: County Counsel Application to present an Amended Attached is a copy of theabove-not ain or Application to File Late Claim. DATED: Sept. 21, 1977J. R. 61-SMV. Clerk, By f Deputy II. FRWI: County Counsel 70: Clerk of the Board of Supervisors (Check: one only) { ) This Claim complies substantially with Sections 910 and 910.2. R-cCE1V=' { ) This Clain AILS to coxply substantially with Sections 910 and 910_2, and we are 3Rfhbclairant. The Board cannot act for 1S days (Section 910.3). ( ) CI t timely filed. Board should take no action (Section 911.2). ( V/) The Boars should deny this Application to File a-tate�Cla�im (Section 911.6). ELATED: JOW B. CLal1SEX, County Counsel, By ` Deputy IIs. BOARD ORDER By unaniscus vote os Supern isors present, (Checkore only) . (xx) This Claim is rejected in full. ( ) This Application to File Late Clain is denied (Section 911.6). I certify that this is a true and correct copy of the Boards Order entered in. its minates for this date. DATED:Oct. 25, 1977 J. R. OLSS(.`:, Clerk, by Deputy uam.Lw Lo. h'AR.VI\G TO CLANA\T (Government Code Sections 911.8 6 913) You have or.Q. 6 wortha jun the .g ca ZUA notice to you iZ&1n wh ck to a coutt action on tW te1ected CL = (aee Govt. Code Sec. 945.61 on 6 mor.d:a J.toa the der.&L of yruA AppUcation to Fite.c.Late Ctez m w-Zdz n-tc1-,eh .to petio:t a ceuAt noR :ceLics 64ow Section 445.4'e claim-ding d¢cdLine (6e2 Section 941.6). You m y tees: the advice o' any attoxney es youA checce in correction wtidt this raUe-%. IA' mu tram to con-wEt an attoznetr, youshoutd do 6o &=ed!ateZ.r. -TL'. FRC%,:: Clerk of the Board TO: 1 County Counsel, (2) County -iristrator, 6 (3) Public Works, Business $ Services Division Attached are copies of the above Clain or ,Apulicrtion. fie notified the clairant of the Board's action on this Claim or Application by mailing a copy of this document, cid a memo thereof has beer. filed and endorsed on the Board's copy of this Claim in accordance with Section 2970Z. p DATED: Oct. 27, 1977 j. R. OLSSGv. Clerk, Ey 1�4_wleL-C Deputy V. F ROM: (i) County Counsel. (2) Co••mty Ada:rsstrator, TO: Clerk of the Board Public N:c+-1s of Supervisors F.eceived copies c: this Clzim or Application and Board Order. DATED: Oct. 27, 1977 Counr.: Counsel, By County «Tiristrator, by Public Yon'::, B; 01150 F In the Board of Supervisors of Contra Costa County, State of California OCT 2 51977 . 19 77 In the Matter of Budget Adjustments for County Fire Protection Districts IT IS BY THE BOARD ORDERED that the County Auditor is AUTHORIZED TO decrease the following appropriations of 1977-78 budgets for County fire protection districts to remain within the maxim— legal tax levy pursuant to Government Code 29105. Fire Protection Budget District Item Amount West County Reserve for Contingency 66,474 Oakley Reserve for Contingency 3,656 Crockett-Carquinez Fixed Assets 17,800 Reserve for Contingency S,000 . . Services F Supplies 3,328 26,128 Eastern Services & Supplies 1,938 Byron Fixed Assets 5,938 Reserve for Contingency 3,916 9,854 Passed by the Board on OCT 2 51977 I hereby certify thot the foregoing is a true and cc -4 copy of an order W*Nld on the adnutes of said Boo rd of Supervisors on the date aferesoid. Wfbness my hand owd the Sed of the Board of Sup is OCT L 1977 . d6noed V 19 _ J. R. OLSSON, Clerk Opti Clerk Orig: Auditor Controller's Office Fire Districts County Administrator H 24 SPS IOM CONTRA CO"[A COUNTY - COHNUNITY DEYELOPHE111 PROGRAM, H. CONTRACTOR'S DETAILED EXPENDITURE SCHEDULE CONTRACTOR: ACTIVITY NUMBER: Second Year Activity 437 City of Clayton PAGE. 1 OF 1 6054 Main Street Clayton, CA 94517 BUDGET PERIOD: July 1, 1977-June 30, 1978 Original X : Amendment No. (a) (b) BUDGET ITE14 CD FUHOS - S + OTHER FUNDS - $(c) = TOTAL - $(d) Restoration of 14,000* 14,000 Joel Clayton Home *Second Year Community Development funds allocated to Second Year Activity #37 for completion of this activity during the 1977-78 Program Year. e TOTAL $14,000 S $14,000 NOTES: (a) Detailed categories expanded from Budget of Estimated Program Expenditures pursuant to FHC 74-4 (b) Items that are eleigibile to be funded by Community Development Block Grant Funds (see HUD Rules S Regulation). (c) Estimate of other necessary expenditures that cannot be funded with CD monies; and indication of anticipated sources, assurances and Liming of other funds. (d) Sum of (b) and (c) above including both Community Development and ; non-Community Develolunent funds. (e) Contract Payment Limit for CO project. oi14s • PROJECT WURt; PROGRAM i G. BUDGET OF ESTIMATED PROGRAM EX.PLIWITURES 1. Contractor shall provide services under this Contract in accordance with the following budget of allowable expendi-• tures: LINE 140. PROGRAM ACTIVITY AMOUNT 1. ACQUISITION OF REAL PROPERTY 2. PUBLIC WORKS, FACILITIES, SITE IMPROVEMENTS 14,000 3. CODE ENFORCEMENT 4. CLEARANCE, DEMOLITION, REHABILITATION 5. REHABILITATION LOANS AND GRANTS 6. SPECIAL PROJECTS FOR ELDERLY AND HANDICAPPED 1 7. PAYMENT FOR LOSS OF RENTAL INCOME 8. DISPOSITION OF REAL PROPERTY , 9. PROVISION OF PUBLIC SERVICES 10. PAYMENT OF 1109-FEDERAL SHARES . ll. COMPLETION OF URBAN RENEWAL PROJECTS 12. RELOCATION PAYMENTS AND ASSISTANCE 13. PLANNING AND MANAGEMENT DEVELOPMENT TOTAL CONTRACT AMOUNT $14,000 2. Subject to the Payment Limit of this Contract, each line item budget amount specified above may be changed with prior written authorization from the County Planning Director or his designee. 3. The above schedule is subject to a Contractor's Detailed Expenditure Schedule, which shall sub-categorize in specific detail the above line item categories and amounts and be kept on file with the County Planning Department, in the form and manner presecribed by County. f - 3 - � 0114 PROJECT WON: PROGRAM D. PERFORMMCE STANDARDS " Contractor should indicate, where applicable, what performance standards (details of project implementation) will be applied in implementing the Work Program. Under this program, the City of Clayton shall: In all contracts under $10.000 entered under this agreement, comply with procurement procedures contained in FMC 74-7, Attachment 0, and any other applicable HUD Regulations. In all contracts, purchase agreements, invoices, entered under this program, regardless of amount, the Contractor shall comply with appro- priate HUD regulations including equal opportunity and Section 3 Contractors, as contained in Assurance #3 of the "Guide for Compliance with Assurances and Certification Under the Housing and Community Development Act" as provided by the County Planning Department. Obtain all necessary permits prior to initiation of any restoration work and ensure that access to the handicapped will be provided in Accor- dance with the requirements of the "American Standard Specifications for Making Buildings and Facilities Accessible to, and Usable by, the Physically Handicapped," dumber A-117-1-R 1971. In all construction contracts, enforce and administer Labor Standards Requirements in accordance with Section 110, Title I of the Housing and Community Development Act of 1974 and HUD Handbook 6500 .3 - Labor Standards Administration and Enforcement, Community Development Block Grant Program. An executed copy of all contracts let under this agreement shall be trasmitted to the County Planning Department prior to demands being processed for payment to ensure that all appropriate clauses and pro- visions have been included. E. PROGRAM 1401111ORIlIG 1. Contractor's staff will meet at least once per quarter with appropriate County staff and Community Development Advisory Council representatives where applicable to discuss progress of the Contractor toward achieving stated work program objectives and to assist Contractor's staff in solving problems. 2. Contractor shall maintain and submit Quarterly Progress Reports to the County Planning Department. 3. Contractor shall maintain and submit quarterly monitoring and progress reports on work performed by sub-contractors. F. GENERAL OPERATIONS Overtime Prohibition. Contractor shall not allow staff overtime wage rates under this Contract. r- - 2 - 01146 EXH1Ufl A CURTRA CUSIA CODUTY COMMUNITY DEVELOP14LIll PROGRAM PROJECT WORK PROGRAM A. PROJECT DESCRIPTION Second Year Activity X37 Restoration of the historic Joel Clayton Home in the City of Clayton. This project shall consist of interior and exterior work including the following: 1. Electrical and plumbing work 2. Furnace installation 3. Drywall interior walls 4. Carpentry work, floor refinishing, doors and windows installation 5. Interior and exterior painting, exterior wall repairs 6. Installation of security protection system, light fixtures and construction of a concrete walkway , B. PROJECT TIME SCHEDULE Time Schedule on a month-by-month basis for the above Project indicating when major activity items are expected to be undertaken and completed. Start Comalete All interior work, interior September 1, 1977 October 31, 1977 and exterior painting, exterior wall repairs Installation of concrete October 1, 1977 November 30, 1977 walkway C. PROJECT ADMINISTRATION Contractor should indicate who will be responsible for administering the Work Program. Peter Archuleta, City Administrator- Ci ty of Clayton 6054 Main Street (P.O. Box 380) Clayton, CA 94517 0145 � 12. It will establish safeguards to prohibit employees from using positions for a purpose that is or gives the appearance of being motivated by a desire for private gain for themselves or others, particuarly those with whom they have family, business, or other ties. 13. It will comply with all requirements imposed by HUD concerning special requirements of law, program requirements, and other administrative requirements approved in accordance with Federal Management Circular 74-7. 14. It will administer and enforce the labor standards requirements set forth in Section 570.60S and HUD regulations issued to implement such require- ments. r (*Assurances 4 and 11 are applicable only if Contractor is a city.) _t_ r 01144 S. It will: a. Provide fair and reasonable relocation paya.ents and assistance in accordance with Sections 202, 203, and 204 of the Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970 and applicable IIUD regulations (24 CFR Part 42), to or for families. individuals, partnerships, corporations or associations displaced as a result of any acquisition of real property for an activiiy assisted under the program; b. Provide relocation assistance programs offering the services described in Section 20S of the Act to such displaced families, individuals, partnerships, corporations or associations in the manner provided under applicable IIUD regulations; c. Assure that, within a reasonable time prior to displacement, decent, safe, and sanitary replacement dwellings will be available to such displaced families and individuals in accordance with Section 20S(c)(3) of the Act, and that such housing will be available in the same range of choices to all such dis- placed persons regardless of their race, color, religion, national origin, sex, or source of income; d. Inform affected persons of the benefits, policies, and procedures provided for under IIUD regulations; and e. Carry out the relocation process in such a manner as to provide such displaced persons with uniform and consistent services, including any services required to ensure that the relocation process does not result in different or separate treatment to such displaced persons on account of their race, color, religion, national origin, sex, or source of income. 6. It will: a. In acquiring real property in connection with the Community Develop- ment Block Grant Program, be guided to the greatest extent practicable under State law, by the real property acquisition policies set out under Section 301 of the Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970 (P.L. 91-646) and the provisions of Section 302 thereof: b. Pay or reimburse property owners for necessary expenses as specified in Section 303 and 304 of the Act; and c. Inform affected persons of the benefits, policies, and procedures under IIUD regulations (24 CFR Part 42). 7. It will give 11111) and the Comptroller General through any authorized representative access to and the right to examine all records, books, papers, or documents related to the grant. S. It will comply with the provisions of the Hatch Act which limits the political activity of employees. 9. It will comply with the provisions of Executive Order 11296, relating to evaluation of flood hazards. 10. Its officer executing this Agreement: a. Consents to assume the status of a responsible Federal official under the National Environmental Policy Act of 1969 insofar as the provisions of such act apply pursuant to this Part; and b. is authorized and consents on behalf of the (:ontractor and himself to accept the jurisdiction of the Federal courts for the purpose of enforcement of his responsibilities as such :ui official. `11. The Co=ttnity Development Program has been developed so as to give maximum feasible priority to activities which will benefit low or moderate income families or aid in the prevention or elimination of slims or blight. Where all or part of the Community Development Program activities are designed to meet other Community Development needs having a particular urgency, such needs are specifically described in the application under the it•mmunity Development Plan Summary. ; X1143 �� -2- ASSURAli1:l:S The Contractor, as recipient of funding under Title I of the Housing and Community Development Act of 1974, assures and certifies that: • 1. ' It will comply with the regulations, policies, guidelines and requirements of Federal Management Circulars 74-4 and 74-7, as they relate to the County's Community Development Block Grant Program application, accept- ance and use of Federal funds for this Federally-assisted project. 2. It possesses legal authority to execute the Project. 3. Contractor, identified as "Applicant" below, will comply with: a. Title VI of the Civil Rights Act of 1964 (P.1. 88-352) and the regulations issued pursuant thereto (24 CTR Part 1), which provides that no person in the United States shall on the ground of race, color, or national origin, be excluded from participation in, be denied the benefits of, or be otherwise subjected to discrimination under any program or activity for which the applicant receives Federal financial assistance and will immediately take any measures necessary to effectuate this assurance. If any real property or S tructure thereon is provided or improved with the aid of Federal financial assistance extended to the applicant, this assurance shall obligate the applicant, or in the case of any transfer of such property, any transferee, for the period during which the real property or structure is used for a purpose for which the Federal financial assistance extended or for another purpose involving the pro-' vision of similar services or benefits. b. Title VIII of the Civil Rights"Act of 1968 (P.4. 90-284) as amended, administering all programs and activities relating to housing and community develop- ment in a manner to affirmatively further fair housing; and will take action to affirmatively further fair housing in the sale or rental of housing, the financing of housing, and the provision of brokerage services within the applicant's juris- diction. c. Section 104 of the !lousing and Community Development Act of 1974, and the regulations issued pursuant thereto (24 CFR 570.601), which provides, that no person in the United States shall, on the ground of race, color, national origin or sex, be excluded from participation in, be denied the benefits of, or be subjected to discrimination under, any program or activity funded in whole or in part with Title I funds. d. Executive Order 11063 on equal opportunity in housing and nondiscrimin- ation in the sale or rental of housing built with Federal assistance. e. Executive Order 11246, and all regulations issued pursuant thereto (24 CFR Part 130), which provides that no person shall be discriminated against on the basis of race, color, religion, sex or national origin in all phases of employment during the performance of Federal or federally-assisted contracts. Such contractors and subcontractors shall take affirmative action to ensure fair treatment in employment, upgrading, demotion, or transfer; recruitment or recruit- ment advertising; layoff or termination, rates of pay or other forms of compensation and selection for training and apprenticeship. f. Section 3 of the Housing and Urban Development Act of 1968, as amended, requiring that to the greatest extent feasible opportunities for training and employment be given lower income residents of the project area and'contracts for wort: in connection with the project be awarded to eligible business concerns which are located in, or owned in substantial part by, persons residing in the area of the project. *4. Prior to the submission of the "Project Work Program", the following have been complied with: a. Citizens have been provided with adequate information concerning the amount of funds available for the project, the range of activities that may be undertaken, and other important project requirements; b. Citizens have been providers an adequate opportunity to participate in the development of the project and in tht• .development of any revisions, changes, or amendments. -1- 01142- ' 20. Notices. All notices provided Ear by this Agreement shall be in writing and may be delivered by deposit in the United States mail, postage prepaid. Notices to the County shall be addressed to Contra Costa County Planning Department, P.O. Box 951, 6S1 Pine Street, Martinez, California 94SS3. Notices to the Contractor shall be addressed to the Contractor's address designated herein. The effective date of notice shall be the date of deposit in the mails or of other delivery. 21. Available Copies. Copies of the County's Project documents (as specified in ParagraphSProject, of this Agreement), and all pertinent Federal statues, regulations, guidelines, bulletins, and circulars applicable to this Agreement, shall be available at all times for inspection by the Contractor during regular business hours at the Offices of the Planning Department, Martinez, California. 22. Retained Powers. All pokers not explicitly vested in the Contractor remain in the County. 23. Project Development. a. If the Project includes construction, the construction plans and specifications shall be reviewed and approved by the Contractor before construction is commenced. b. The Contractor shall secure completion of the construction work in accordance with the approved construction plans and specifications. c. if the Project includes acquisition of real property, the purchase price for such real property shall be determined from two County-approved appraisal reports prepared by competent appraisers or through proceedings in eminent domain. The initial acquisition offer shall be the highest County-approved appraisal. The appraisal reports and qualifications of such appraisers shall be submitted for review and approval by the County before initiation of the acquisition procedure. Contractor agrees to furnish County preliminary title reports respecting such real property or such other evidence of title which is determined to be sufficient by County . Contractor agrees in negotiated purchases to correct prior to or at the close of escrow any defects of title which in the opinion of County might interfere with the operation of the Project. In condemnation actions such title defects must be eliminated by the final judgment. 3 11111 "'. OJF/dh • lb. Conflicts of erect. Contrat•tor agrees to �ish to the County upon demand a valid copy of 07i most recently 'wdopted bylaws oT any Corporation and also a comq)lete and accurate list of the governing body (Board of Directors or Trustees) and to timely update said bylaws or the list of its governing body as changes in such governance occur, if Contractor is a corporation. Contractor promises and attests that the Contractor and any me►ibers of its governing body shall avoid any actual or potential conflicts of interest and will establish safeguards pursuant to paragraph 12 of the attached "Assurances". • 17. Confidentiality. Contractor%agrees to comply and to require his employees to comply with all applicable State or Federal statutes or regulations respecting confidentiality, including but not limited to, the identity of recipients, their records, or services provided them, and assures that: a. All applications and records concerning any individual made or kept by Contractor or any public officer or agency in connection with the administration of or relating to services provided tinder this Contract will be confidential, and will not be open to examination for any purpose not directly connected with the administration of such service. b. No person will publish or disclose or permit or cause to be published or disclosed, any list of persons receiving services, except as may be required in the administration of such service. Contractor agrees to inform all employees, agents and partners of the above provisions, and that any person knowingly and intentionally disclosing such information other than as authorized by law may be guilty of a misdemeanor. is. Indemnification. a. Contractor hereby waives all claims and recourse against the , County including =he right to contribution for loss or damage to persons or Property arising from, growing out-of or in_any way connected with or incident to this Agreement except claims arising from the concurrent or sole negligence of County, its officers, agents and employees. b. The Contractor shall defend and indemnify the County and its officers, agents and employees against and hold the same free and harmless from any and all claims, demands, damages, losses, costs, and/or expenses of liability due to, or arising out of, either in whole or in part, whether directly or in- directly, the organization, development, construction, operation, or maintenance of the project except for liability arising out of the concurrent or sole negligence of County, its officers, agents or employees. C. In the event County is named as co-defendant the Contractor shall notify the County of such fact and shall represent County in the legal action - unless County undertakes to represent itself as co-defendant in such legal action in which event County shall bear its own litigation costs, expenses, and attorney's fees. d. This condition shall not terminate on the date specified in the Agreement but shall remain in full force and effect. 19. Insurance. During the entire term of this Contract and any extension of modification thereof, the Contractor shall keep in effect insurance policies meeting the following insurance requirements unless otherwise expressed in the Special Conditions: a. Liability Insurance. The Contractor shall provide a policy or policies of comprehensive liability insurance, including coverage for owned and non-owned auto- mobiles, naming the County and its officers and employees as additional insureds, with a minimum combined single limit coverage of $500,000 for all damages because of bodily injury, sickness or disease, or death to any person and damage to or destruc- tion of property, including the loss of use thereof, arising from each accident or occurrence. b. Workers' Compensation. The Contractor shall provide the County with a certificate of insurance evidencing workers' compensation insurace coverage for its employees. c. Additional Provisions. The policies shall include a provision for thirty (30) days written notice to County before cancellation or material change of the above specified coverage. Said policies shall constitute primary insurace as to,the County, the State and federal Governments, their .ifficers, agents, and employees, so that other insurance policies held by them shall nt=t be required to contribute to any,loss covered under the Contractor's insurance policy .•► policies. Not later than the effective date of this Contract, the Contractor shall provide the County with a certificate(s) of insurance evidencing the above liability insurance. ' ; -3- 01140 7. Further Steci 'icatiuns for Uprating Procedur Detailed specifications of oiler, g procedures an<.1 budgets redui by this Agreement, including but not liwite to monitoring, auditing, billing, or regulatory changes, may be developed and set forth in written "Informal Agreements" entered between the Contractor and the County. Such "Informal Agreements" khen entered shall not be modifications to this Agreement except to the extent that they further detail or clarify that which is already required hereunder. Further, any "informal Agreement" entered may not enlarge in any manner the scope of this Agreement, including any sums of money to be paid the Contractor as provided herein. "informal Agreements" may be approved for, and executed on behalf of the County by the head of the County Department for which this Agreement is made or his designee. 8. Modifications and Amendments. a. General Agreements. 'this Agreement may be modified or amended only by a written document executed by the Contractor and the Contra Costa County Board of'Supervisors, subject to any, required State or Federal (United States) approval. b. Administrative Amendments. Subject to the Payment Limit, only the Payment Provisions and the Project Mork Program; may be amended by a written administrative amendment executed by the Contractor and the head of the County Irepartment for which this Agreement is made or his designee, subject to any required State or Federal (United States) approval, provided that such adminis- trative amendments may not materially change the Payment Provisions or the Project Work Program. C. Extension of Term for Performance. without requiring Contractor to provide consideration in addition to that supporting this Agreement, the County of Contra Costa, through its Planning Director, may grant Contractor an extension of time for performance, beyond that time specified above under 'Term" (Paragraph 3). Any such extension must be in,writing and shall be at the sole discretion of County. 9. Disputes_ Disagreements between the County and Contractor concerning the meaning, requirements, or performzance of this Agreement shall be subject to final determination in writing by the head of the County Department for which this Agreement is made or his designee or in accordance with the applicable procedures (if any) required by the Federal Government. 10. Law Governing Agreement. This Agreement is made in Contra Costa County and shall be governed and construed in accordance with the laws of the State of California. 11• Conformance with Federal and State Regulations. Should Federal or State regulations touching upon this Agreement he adopted or revised during the term hereof, this Agreement is subject to modification to assure conformance with such Federal or State requirements. 12. No Waiver by County. Subject to the disputes provision contained herein, inspections or approvals, or statements by any o f — icer, agent or employee of the County indicating the Contractor's performance or any part thereof complies with the requirements of this Agreement, or acceptance of the whole or any part of said performance, or payments therefor, or any combination of these acts, shall not relieve the Contractor's obligation to fulfili .this Agreement as prescribed; nor shall the County be thereby stopped from bringing any action for damages or enforce- ment arising from any failure to comply with any of the terms and conditions thereof. 13. Original Agreement. The original copy of this Agreement and of any modification thereto is that copy filed with the Clerk of the Board of Supervisors of Contra Costa County. 14. Assignment. This Agreement binds the heirs, successors, assigns and representatives of Contractor. The Contractor shall not assign this Agreement, or monies due or to become due hereunder, without the prior written consent of the County. Is- Independent Contractor Status. This Agreement is by and between two independent contractors and is not intended to and shall not be construed to , create the relationship of agent, servant, employee, partnership, joint venture or association. -2- GENERAL (:t.MilTIONS 1. Compliance with Law. Contractor shall be subject to and comply with all Federal, State and local laws and regulations applicable to public agencies with respect to its performance hereunder, including but not limited to, Federal regulations, guidelines, bulletins, and circulars pursuant to Title I of the Housing and Community Development Act of 197-1, including Title 24 of the Code of Federal Regulations, Chapter V. Part 570, as published in the Federal Register, Vol. 39, No. 220, Wednesday, November 13, 1974, as say be revised and amended; and which are incorporated herein by reference. Documentation of such compliance shall be made available for review by the County upon request. 2. Inspection. Contractor's performance, place of business and records pertaining to this Agreement are subject to monitoring, inspection, review and audit by authorized representatives of the County, the State of California, and the United States Government. 3. Records. Contractor shall keep and make available for inspection by authorized representatives of the County, the State of California, and the United States Government, the Contractor's regular business records pertaining to this Agreement and such additional records as may be required by the County. 4. Retention of Records. The Contractor and County agree to retain all documents pertaining to this Agreement for three years from the date of submission of the Annual Performance Report by the County to HUD, except as follows: (a) Records that are the subject of audit findings shall be retained for three years after such findings have been resolved. (b) Records for nonexpendable property which was acquired with Federal grant funds shall be retained for three years after its final disposition. (c) Records for any displaced person shall be retained for three years after he has received final payment. S. Termination. a. Failure to Perform. In the event the Contractor fails to perform properly any of its obligations hereunder and such failure of performance is not cured by the Contractor within thirty (30) days after receipt of written notice from the County, the County may in addition to any other remedies, complete the Contractor's obligations in any reasonable manner it chooses, take possession of any real or personal property associated with the project, and construct, operate or maintain the project as the County may deem necessary to fulfill requirements of the Federal Government. The Contractor agrees to reimburse the County for any costs or expenses incurred by the County because of said failure to perform and also agrees to convey title to any real property acquired by Contractor with project funds should County request such title. b. Cessation of Funding. In the event that Federal funding for this Agreement ceases, this Agreement is terminated. c. Failure by the Contractor to perform properly any of its obligations under this Agreement may be cause for suspension of all obligations of the County thereunder. 6. Entire Agreement. This Agreement contains all the terms and conditions agreed upon by the parties. Except as expressly provided herein and in the "COOPERATION AGREV-1ENl-, 11.C.D.A. 1974" effective January 20, 1976 and amendments relating thereto, if any, no other understandings, oral or otherwise, regarding the subject matter of this Agreement shall be deemed to exist or to bind any of the parties hereto. 011018 7, Cost Reliort&d Setttement. No later than (60) days following the termination of thi Agreement, Coui ':ictor shall submit to County a cost report in the form required by County. --bowing the allowable costs that have actually been incurred by Contractor under this Agreement. If said cost report shows that the allowable costs that have actually be incurred by Contractor under this Agreement exceed the payments rade by, County pursuant to Paragraph 2. (Payment Amounts) above, County will rcuit any such excess amount to Contractor, but subject to the Payment Licit of this Agreement. If said cost report shows that the payments made bk County pursuant to Paragraph 2. (Payment Amounts) above exceed the allowable costs that have actually been incurred by Contractor under this Agreement, Contractor shall remit any such excess amount to County. 11%e Contractor shall provide County with a Certification of its Cost Report required under this Contract. Said Certification shall provide a full, true, and accurate accounting of the actual cost of services under this Contract, including all applicable expenditures, revenues, and indirect cost allocations, and any other pertinent allocations which are in connection with Contractor's operations that are not a part of this Contract. 8. Audits. 17he records of the Contractor may be audited by the County, State, or United States government, in addition to any certified cost report or audit required by Paragraph 7. (Cost Report and Settlement). Any certified cost report or audit required by Paragraph 7. (Cost Report and Settlement) shall be submitted to County by Contractor within such period of time as may be expressed by applicable State or Federal regulations, policies or contracts, buf in no event later than I8 months from the termination date of this Agreement. If such audit(s) show that the payments made by County pursuant to Paragraph 2. (Payment Amounts) above exceed the allowable costs that have actually been incurred by Contractor under this Agreement, including any adjustments made pursuant to Paragraph 7. (Cost Report and Settlement) above, then Contractor agrees to pay to County within 30 days•of demand by County any such excess amount. If such audit(s) show that the allowable costs that have actually been incurred by Contractor under this Agreement exceed the payments made by County pursuant to Paragraph 2. (Payment Amounts) above, including any adjust- ments made pursuant to Paragraph 7. (Cost Report and Settlement) above, then County agrees to pay to Contractor any such excess amount, but subject to the Payment Limit of this Agreement. 9. Audit Exceptions. In addition to its obligations under Paragraph B. (Audits) above, Contractor agrees to accept responsibility for receiving, replying to and/or complying with any audit exceptions by appropriate County, State or Federal audit agencies occurring as a result of its performance of this Agreement. Contractor also agrees to pay to the County within 30 days of demand by County the full amount of the County's liability, if any, to the State and/or Federal government resulting from any audit exceptions, to the extent such are attributable to the Contractor's failure to perform properly any of its obligations under this Agreement. 111 1":dh 011*37 ..:X � ... . a a r �'.. �.. ';:.... f.��f•-4� "�' tif.�'�" TR.Ii'�b6J'.,: •?`,t''�. ,r<-i,-;,e�,,,1• ,a...�..w-aw'�':"..�+r� "'�-�_"-�..•..r..�w•h.�w*;y'"r�`"'�«,•.,iy�'j'�r��r'ti+�.�..�,�;,.„e—'?r'•,:i .r..',-,5,�'"*.-. • • 1'Aimi:yr vw-. isioNs i. Payment Basis. County shall in i;o event pay to the Contractor a sum in excess of' the total amotmt specified iu the Payment Limit of this Agreement. Subject to the Payment Limit. it is the intet►t of the parties hereto that the total payment to Contractor for all services provided for County under this Agreement shall he only for costs that are allowable costs (see Paragraph 3. helot,) and are actually incurred in the Performance of Contractor's obligations under this Agreement. All payments made under this Agreement shall be from Federal funds only. No general County funds shall be expended under this Agreement. if, for any reason whatsoever. County does not receive such Federal funds, Contractor agrees that County shall have no payment obligation hereunder. 2 Pavment .'Amounts. Subject to later adjustments in total payments in accordance with the below provisions for Cost Report and Settlement, Audits, and Audit Exceptions, and subject to the Payment Limit of this Agreement, County will pay Contractor an amount equal to Contractor's allowable costs that are actually incurred, but subject to the 'Budget of Estimated Program Expenditures" contained in the Project Work Program. 3. Allowable Costs. Contractor's allowable costs are only those which are determined in accordance with all Federal regulations, guidelines, bulletins, and circulars pursu:►nt to Title I of the Housing and Community Development Act of 1973, as published in the Federal Register, Volume 39. No. 220, Wednesday, November 13, 1971. as may be revisal and amended. All of the aforesaid documents are by this reference incorporated herein. Costs incurred in carrying out the project, whether charged to the project on a direct or an indirect basis, must be in conformance with the requirements of Federal Management Circular 73-4. "Cost Principles Applicable to Grants and Contracts with State and Local Governments". except to the extent inconsistent with the aforesaid documents. d. Payment Demands, Contractor shall submit written demands for payment in accordance with the above. Said demands shall be made on County Demand Form U-15 and in the manner and form prescribed by County. Contractor shall submit said demands for payment for services rendered no later than 60 days from the end of the month in which said services are actually rendered. Upon approval of said payment demands by the head of the County Department for which this Agreement is made or his designee. County will make payments as specified above. S. Right to Withhold. County has the right to withhold payment to the Contractor by County notifying Contractor in writing if (a) the Contractor has failed to perform its duties under this Agreement. or has insufficiently documented same, or (b) the Contractor has neglected, failed or refused to furnish information or to cooperate with any inspection, review or audit of its program, work or records, or (c) Contractor has failed to sufficiently itemize or document its demands for payment. 6. Payment Adjustments. (a) If any funds are expended by the Contractor in violation of any of the terms and conditions of this Agreement, County may make necessary adjustments in payments to Contractor on account of such unauthorized or illegal expenditure. No such action taken by County shall entitle Contractor to reduce salaries, wages, or supportive services for any particpant or to expend less during the effective period of this Agreement than those sums called for in the Project Work Program. Any such reduction in expenditures may be deemed sufficient cause for termination. Contractor shall reimburse County for any allocated monies which are expended in violation of this Agreement or used for unauthorized or illegal expenditures. Oil, , 1 oMicr :fiC H X: WNT COIBAP.r'ITY DEVEL0111lli:l.'i HLOCK GRANT PROGMI 1. Agreement Identification. Number Second Year Activity #37 Department: County Planning Derartment .Subject: Allocation of Federal funding under Title I of the Housing and Community Development Act of 1974 2. Parties. The County of Contra Costa, California (County), for its Department named above, and the following named Contractor mutually agree and promise as follows: Contractor: City of Clayton Address: 60S4 Rain Street Clayton, CA 94517 3. Tern. The effective date of this Agreement is July I, 1977 and it terminates June 30, 1975 unless sooner terminated as provided herein, subject to all teras, conditions, and assurances contained or incorporated herein. } 4. Al:ocation Payment Limit. County's total payments to Contractor under this Agreement shall not exceed $ 14.000 S. County's Obligations. County shall make those allocation payments to the contractor described in the "Payment Provisions" attached hereto which are incorporated herein by reference, subject to all terms, conditions, and assurances con- tained or incorporated herein. 6. General Conditions and Assurances. This Agreement is subject to the "General Conditions" and the "Assurances" attached hereto, which are incorporated herein by reference. 7. Contractor's Obligations. Contractor shall provide those services and carry out that work as described in and in accordance with the "Project Work Program" attached hereto, which is incorporated herein by reference, subject to all the terms, conditions and assurances contained or incorporated herein. 8. Project. This Agreement implements in whole or in part the following described project, the application and approval documents of which are incorporated herein by reference: That Project as described in the Community Develop- ment Block Grant Program Application dated April 6. 1976 and approved by 11110 on Juue 2S, 1976; and as more particularly descrzoed in the "Project Work P rograxV, attached hereto. 9. Signatures. These signatures attest the parties' agreement hereto: TY r CAI. t, Ba', TRACTO fl Chairman. Board of Supervisors ATTEST: J. R. OLSSON, County Clerk IIy Ag�'a QL&Z el ty Note to Contractor: (1) If a public agency, designate official Recommen •d by Del rtment capacity in public agency and attach a certified copy of the governing body resolution authorizing execution of this agreement. (2) If a corporation, �nth ny De aesus designate official capacity in business. II execute acl.nuwlcdgmcnt form and affix Form Approved: County Counsel corporation seal. Deputy DJF.dh Mcrofitmed with bound order In the Board of Supervisors Of Contra Costo County, State Of California DCT 2 5197i'' In dee#Adw of Project Agreement for Second Year Activity #37 in the Community Development Program The Board having this day considered the recommendation of the Director of Planning and the Coanxmity Development Advisory Council that it approve the Community Development Block Grant Program Project Agreement between the County and the City of Clayton in the amount of $14,000 for Second Year Activity #37, in order to carry out the intent and purpose of the Housing and Community Development Act of 1974 for the period of July 1, 1977 to June 30, 1978; IT IS BY THE BOARD ORDERED that its Chairman is AUTHORIZED to execute said Agreement. PASSED by the Board on OCT 2 51977, 1 ireraby certify that tfr. f«*Woo is a true and canted a W of au ardor oniand on+a mint of said&MM of Supervison an thf daft afarssoid» Wimew mfr frond and dw sed of d»Sawd of Orig: Planning Department Supovisms OCT 2 5 1977 cc: City of Clayton affi=W "_day of ' 19 — c/o 19 —_c/o Planning Department County Administrator / 1 R. OLSSON« C1orh County Auditor-Controller " /'f.� � any C1rrk Planning Department Maxwe ra.Weld ..01131 H•za 3/7615M In the Board of Supervisors of Contra Costa County, State of California Mtnler ?S 197Z.— In ter NU*w of Waiving the requirement for consents to dedication for Subdivision !S 217-76 IT IS BY THE BOARD ORDERED that the requirement for a consents to dedication for Subdivision HS 217-76 is hereby waived. PASSED by the Board October 25, 1977 I bwrby cw ify tbof lir F, p i o trw and cc .4 copy of an ardor *mowed an the aimufts of soil iowd of&games on 11rrr doom ah .2 Wane mgr hand and dw Sew of fho hoard of Supsrvkws Originating Department: Public Works aFUMW "25th- Land Development Division !. R. OLSSON, Clark cc: Public Works, y Clark Land Development Division Sandra L. N' on Robert W. Heidelberger 1107 E. Street Antioch, CA �' :. ._ H-24 4177 ISM 01133 c. `Material Records ae shall maintain records of m,riais and/or equipment delivered at the site. showing manufacturers' names, catalog, model serial number style, type, or other identifying information thereon and noting whether they are in strict compliance with the plans, shop drawings and/or specifications, or are approved by the Architect. He shall certify to Public Agency that all materials used in construction are as specified in contract documents; and, on completion and/or installation of each applicable item, he shall collect and assemble relevant information (including guarantees, certificates, maintenance manuals, operating instructions, keying schedules, catalog numbers, vendors addresses and telephone contacts, etc., of materials and/or equipment as required); and at the completion of the project, he shall deliver this information to the Architect for delivery to the Public Agency. 8. Pay for Services b Reimbursement for Expenses. a. Public Agency shall pay Inspector for these services at the above rate, for semi-monthly pay periods of the 1st through the 15th and 16th through the last day of the month. Payment will be made on the 10th of the month or the 25th of the month following the pay period if a demand billing is received by the County Public Works Department on the last County working day of the period. b. Mileage authorized by the Public Works Director or his deputy shall be re- imbursed at a rate to be mutually agreed upon from time to time reflecting actual and changing costs. 9. .Insurance. Inspector shall, at no cost to Public Agency, obtain and maintain during the term hereof Comprehensive Liability Insurance, including coverage for owned and non-owned automobiles, with a minimum combined single limit coverage of S500,000 for all damages due to bodily injury, sickness or disease, or death to any person, and damage to property including the loss of use thereof, arising out of each accident or occurrence. Inspector shall furnish evidence of such coverage, naming Public Agency, its officers and employees as additional insureds, and requiring 30 days' written notice of policy lapse or cancellation. 10. Enforcement and Interpretation of Contract. The Public Agency's agent for en- forcing and interpreting this Contract is the County's Public Works Director or a deputy. 11. Adjustment of Compensation. The rate of compensation may be adjusted by mutual consent oi`the parties for good cause shown. -3- 0 b. Status b RelatidWip with Contractor. He shall intain a dignified but un e�tanding rMtionship with the workmen on tWjob but he shall conduct business only through the contractor's job superintendent, and shall not give instructions directly to the Contractor's employee(s) or subcontractor(s); and he shall immediately advise the Architect of any case where the Public Agency representatives give instructions to the Contractor's empioyees. c. Public Agency-Contractor Coordination. He shall effectively maintain.close coordination of the Contractor's iEand the owner's requirements by fre- quent, regular conferences or other suitable means, especially where projects involve alterations or modifications of or additions to an existing function- ing facility, which must be maintained as an operating unit during conduct of construction work, and therefore require special alertness to job conditions which may affect such continuing operations. He shall coordinate necessary interruptions of normal owner activities with the Public Agency and General Contractor beforehand. d. Familiarity with Contract. He shall become thoroughly familiar with all con- tract documents including specifications, drawings and addenda; and he shall supervise and check the adequacy and accuracy of required "as built" drawings prepared by the Contractor's employees (see also 7-a, below). e. Personal Presence & Observation. He shall be personally present whenever work is being performed even on overtime, night, holiday or weekend basis when so directed), and shall attend meetings called by the Public Agency, Contractor or Architect; and he shall make direct personal observations of work being performed by the General Contractor and subcontractor(s) for certification to Public Agency-Owner that such work is being performed in a skiliful manner and in accordance with the requirements of the contract documents. f. Advice b Suggestions. He shall advise Public Agency on all construction mat- ters, such as suggesting change orders or reviewing construction schedules; he shall evaluate suggestions or modifications which have been made to accom- modate on-the-job problems, and report them with recommendations to the Archi- tect; and he shall review and make recommendations to the Contractor on all pay estimates. g. Pre-Construction Review of Contract Documents. When so directed by the Public Agency, he shall perform in-depth review of the contract documents before construction begins, and make appropriate recommendations thereon to the Public Agency. 7. S:!ecial Duties& Instructions. The Inspector's duties specially concerning the progress of the work include the following: a. General Records b Files. He shall maintain a file of, and be aware of the contents o ;.t a oca State, Federal, NFBU, NEPA, etc., codes, regulations, directives, requirements, etc., which are pertinent to this project, and are provided by the Public Agency; and he shall maintain a complete file of all drawings, specifications, contracts. change orders, directives, etc., which determine work to be done by the Contractor (see also 6-d, above). b. Diary and Reports. He shall maintain a bound daily diary, noting therein job problems, conferences and remarks; and he shall submit all reports deemed necessary by State and Federal agencies, Architect and Public Agency, which shall be timely and in sufficient detail to satisfy the purpose of the report. -2- 41131 S.CCS»Y1 '.'.L:»'.t=••:tom:� `d _ .k.GC;; '"k,^s. $ cial ZC^::i�iGn« �L•e istcorporat ,� special sx below b; :'e:;ren:�e: •. a) Public AZency: Tassaiara Fire Protection District b) Inspectors ?..:_;e & i.;.dres Robert G. Soto_ 285_K cton Drive c) E:fectil a :Date: October 251977 d) ?roJCC«'si:a"t.^e and Location: Tassajara ireevoEectton District Metal A paratUS "Bula g, Tassajara A11033 Pleasanton, a i oraia, -- e) .Rate of Co=pens2tia n:_ 13.65 Der hour 2. Sirnaturez. These signatures attest the parties' agreement hereto. PUBLIC A 41C'r Conte osta County Ii.SPECTOR $y J, O_J 'AJ6. .ec . Public ..or;:5 DiROBERT G. OTO 3. Parties. Effective an the above date, the above-named Public Agency (owner) anc the above-named Inspector mutually agree and promise as follows: 4. Genera'! Cuallfications & Conditions. Public AGency hereby cont-acts with Inspector, as one spec_a?'_y. trained, experienced., expert and co.;.- petert to perform the special engineering and administrative services of a construction supervisor and inspector, including those associated with the continuous construction supervision position co=c,.%'.y known as Clerk-of-the-:yorks, in connection with the above construction project, which services are necessar_3y In i4ent to the services performed *,or the Pubile :agency by arch tette and engineers in the desi&n and con- struction supervision of construction projects. This agreement does not. preclude other e^ploywent of the Inspector if it does not interfere with the duties and hours of work- required herein. 5. Term. The duration of this eoatract is the duration of this Construction protect, but either party may terminate it by giving 30 days advance written notice to the other, 6. General DutieZ 3 instruetionz. The Inspector's construction supervision and inspection services include the followin£ general duties . and Instructions: . a. Status & 'Relationzh!2 with Public Agency and Architect. His independent =%tr:c` relationship with th2 Public Agency parallels that Which exlzts betuten the Public A encs and the- Architect; but he is sub- ordinate to the ;architect, becauze the Architect is responsible for .the design o: the pro.ect and for genera"ll supervision a: its construction. ...• pursuant to the Public. Agency-:architect agreecent. orm Approved by.County Counsel 1-77 .. — ..: - . �2-:alarm�.=.::.. ••`a�' .. .... l t In the Board of Supervisors of Contra Costa County, State of California As Ex-Officio the Governing Board of the Tassajarh Fire Protection District October 25 . 19 77 In the A atter of Approving Inspection Services Contract for Construction of Metal Apparatus Building, Danville Area. (7023-4096) The Board of Supervisors, as ex-officio the governing board of the Tassajara Fire Protection District, APPROVES and AUTHORIZES the Public works Director to execute an Inspection Services Contract with Mr. Robert G. Soto for contract documents review and construction inspection services for con- struction of a metal apparatus building at Tassajara Fire Protection District. The Contract is effective October 25, 1977 and provides for payment in accord- ance with standard rates as indicated in the contract. PASSED by the Board on October 25, 1977. . J I hereby certify loot the fpeooiiq Is a true and cored copy of an order mired on the minutes of said Board of Supervisors on the dale afarNoid. Originator: P. W. Dept. Womma my hand and the Sed of flee Board of Bldgs and Grnds , , cc: Public Works Department aR6rd this25th day of October . 1977 Agenda Clerk Arch. Di v. J. R. OLSSON, Cterk County Auditor-Controller J. Dye • �PT�O Deputy Clerk County Administrator KFOUS P. Burton Inspector 1 H•.14 3/76 ISm 01129 ~ In the Board of Supervisors of Contra Costa County, State of Califomia AS EX OFFICIO GOVERNING BOARD OF CONTRA COSTA COUNTY SANITATION DISTRICT NO. 15 October 25 . 19 jZ In the Matter of Approving and Authorizing Payment for Property Acquisition - Bethel Island Area, Sanitation District No. 15, Work Order No. 5400-927. IT IS BY THE BOARD ORDERED that the following settlements and Right of Way Contracts are APPROVED and Public Works Director is AUTHORIZED to execute said contracts on behalf of the District: Parcel Contract No. Grantor Date Amount 3 Reclamation District No. 799 9/30/77 c/o Rockwell, Rogers $100.00 5 McGrath, 113 -G- Street, Antioch, CA 12 Dale R. Hennis 10/8/77 P.O. Box M, Bethel $100.00 Island, CA 12A Mildred J. Barton 10/8/77 P.O. Box 269, Bethel $100.00 Island, CA 0 3 l5 Lloyd A. and Daisy 10/13/77 ` Rt. 2, Box 361C, $100.00. B. Armstrong Oakley, CA IL 29 William B. and Rena 9/29/77 P.O. Box 653, $100.00 > A. Estes Mt. View, CA ;0 35 John Bittman, et al 10/5/77 2829 Syihowe Road, $100.00 o Oakland, CA 0 The County Auditor-Controller is AUTHORIZED to draw warrants in the amounts 10 specified to be delivered to the County Real Property Division. The County Clerk is DIRECTED to accept said Easements from above-named Grantors for Contra Costa County Sanitation District No. 15. PASSED by the Board on October 25, 1977. 1 hereby certify that the fonpoiriq is a true and corned copy of an order a-on on the minutes of said Boo rd of Supervisors on the dote -F, mi I VVilness my hand and Mn seal of the bard of Originator: Public Works Department, sil Real Property Division affixed d is25th day of October . 1977 cc: County Auditor-Controller County Recorder J. R. OLSSON, Clark (via Real Property) Do" Clark Sandra L. Nielson 6 H-2.1 3i'%6 15m 01128 *; In the Board of Supervisors Of Contra Costa County, State of Califomia October 2S , 19 77 In the ku"er of Request for Continuation of Greyhound Lines Bus Service to Contra Costa County. An October 13, 1977 letter having been received from Mr. Q11liam J. Brick, 1146 Conejo Way, Walnut Creek, California 94596, urging that the Board support the continuation of Greyhound Lines-gest service to Contra Costa County until the Bay Area Rapid Transit service is increased and improved; IT IS BY THE BOARD ORMRED that the matter is REFERRED to the Public Works Director. PASSED by the Board on October 25, 1977. 1 hereby cer ify than the foregabM L a true and correct copy of an order ontore'an tbo minutes of said bard of Supervisors an the dale aforesaid. cc: '!r. Brick VANwe my hood and*e Seal of the bard of Public Works Director Supervisors County Counsel affixed "MIL-daY a# ^=tcb& . 19L2— County Administrator 7 J. R. OLSSON, Clark By �� J Deputy Clerk Is ai ' 1127 H-24 4/77 tSm AITI..,NI)1\ "A" C't•n•arltant %hall (,rclrare a Dealt Ftivirarniesslal hssluict 12rlrort in are-ardanc a with titre ('aliltsrma I.nvttomitetildl e)tralit\ Act and Cotarty guick-lines for the project specified in IG )o1 list%ag;rvvnlent. floe report %hall lie prep.tred tit lite format specified by lite County. It shall be single %paced anti suitalofe loo duplir.ttitln by office copier tnetlwds. 11,1• Cnn•.131tant %lt tll 11repare the rt'Iwlrt in a"working;drat t" forur itsitrally and subrnit three (1) t•opie% fur I'lannin}; t)ep.n Intent review. Tile "working; draft" shall ire submitted by C'onudlant to the 11Ia1kilitrl; Ilelsartlneest no later than thirty (30)' calendar days after tilt• date C:an.ulta3tt is dtrthorizecl by the Planning, t>cpdrtment to procced with preparation of she report. tsitles: appray.tf of Cxietisi44t of .tuft tkailline is given by the Nrector of I'Litmittg;. After I'la11nissg; M-1\11'tinent review.and ronuus•nte 411 [fit- draft, the Consultant %11.111 nevi:•• tltr Wi%1king; dralt Pt•Itort in ars_txel:utt,e with %rtt•h ralnm eitis and subunit one •..Ity•.unable for dupliratinn:ttltl ds%tributitai of the "lural C'onsnllaut draft" for review and -1r.1ehl:u14V by lite Planning;Ilelktrinwitt. Tit!"final Cotmilla nt shalt"shall be submitted by t'.,rt%ultaut to tete Plataiini; 1)egsal tuoent no later than ten (10) calendar clays after 1••1431-11 tit lite edited w•orkiul; draft to Consultant by the I'lamring; llelwirtinent unless .11s111.0val of lite e•\tr1t%ic,11 of %u0ideadline i%given by the threc-tor(if Nanning;. In no event .11.111 the titoe Itsr ctimplclinu of the prtx-ess 6-scrilsed in this paral;raph extend beyond June 30, -1978 without w't itten approval of they ptret-lor of I'laiming;. C .111mill-1111 %hall w; 11-11-1 al t1w.e.vstrarteGil obligation a%.ist Vonnty in Plot• preparation of r• .l,tn.e% to cam Inleta% ts33 lite strap 1:112 for list• lmsrlxta! of Inoduc ing; a "frinil Eill" for the p3.•p•c't. '1%•3%t.uu:e of C omitl %t.sfI retluited by the Ceur.aliant its iN-g-ellieriug;of clad to roinpletc tlsi-: repot t %1sall be !united I., th.t supplying; of source itim-tttt►enis tits Comity presnises. No .•,nttsilnlg; of cl.tta will be C1.s11e by County %Iaff. All other County %tall support effort will In. limited to 118.3t %pec:ilically enuruerated below: Should the project plan on which the Draft EIR is based be substantially modified prior to certification of the Draft EIR, any revisions in the Draft EIR in res- ponse to modifications of tine project plan shall be provided only as extra ser- vices, as described ill Section VI herein, and shall not be part of the scope of work described herein. Extra services, beyond tile scolse of work outlined above, as requested by the County, shall be provided according to the following fee schedule: Principal Planner S35/hour Associate Environmental Analyst 325/hour Secretary S15/hour Consultants Cost + 10% 01126 r 7. V.+c+n+•►It. 'i'lIV CollinI %lw►lI p.1y t'ur1•a lt.utt for prulcss►uu.►f %1•1vi1't•s IM•rfur►ned as follows: A. I'1,r preparativot of Ilse Draft la►virontncutai lu►fzict Report a fee not to exceed f(d) above. •• (i) Ilse lirm iust:tU+uent, in an :unvunt to its• Pbrlcrminrd by lite nirector of P1a14uing;1►f ►leot 1414)1'6: !11;111 51)!t.!stir Ices than 31:T.4)t tlsc Ice.=noted in 7.A.above, %hall ln: ltaid after receipt by the Cotulty of llte"Working.Draft"report. 1_, (ii) 'flit.• %er•rml iswallmeni, ctanstituting; file remainder of the- flee rioted in 7.A. abort..MUM lxx paid.11 tier tike Director of Planning;receives and finds acceptable the"final Cimiscvllant Draf t". I(. Ten gxe1'crnt (101't%) of all clt:arg;ec billed by the Consultant shall le withheld until final :4).t rpt;uu c of Ilse fin:.tl I:nvirornnental Iualoact Uelrort by the: appropriate hearing; hods•or until authori-rctl by the Director of Planting,whichever Coates first. C. Til'. fe•e% %itt\t-ifietl in tit•r•unn 7.A, inNuth- all overtecad auk incitk•ntal expenses for whi.-h Pisa.ddstio sal cauilicir align-.ball be allowed. In no event %lwll the total amount pairl to the Consccltastt exr-.1•.•d like tee limit specified in Section I(d) without prior arittelt .tplwoval of tile Cotulty. a ' �, li 1u1iu.11iu1t, At its opttoit. C\ollealy may tf rcuin.ete this agr►•srtnesil at any time by written u•�ti1 a an iia• C;t+nculttust, nhteth•.•r or not Ilse C'tutsull:wt is in de•laldt. Upon such 11.1111i14.1Iills 011ns111 till agp,e; l4)A-liver to lhr Comity every INo&g.Ik•r missing to the work in tiv• la.•,.••xtiilvt of Con%tsltant kw nndrr its t4)ntrol at that tirue, :end will be paid, except ;is , pt1+V"11•d N-lar:. tailll.•1111 1asplio-mmt1. all alnc>,ri11c able, or thert•aller becolning. title for a•1 vireti render-d t1+ 1111• (11;111+l lt•rntin.etioll. If Use('4111•:1111.111[ i% in rb•l:urtt at tilt. tittle of. It 1+111n.1tiat. ('aunty 114.(1 t:U1411t1%11• Illet work (scope of -onvir•r•) and tleetfnr:t the reasonable e:pen.et thert•vl Irout flee and from :sty furulo. otherwise• del! and payable to the C'latsultaut. ). S1.It1L.. Tilt- Cow-nitant i.-, .141 itedelrerulent maitract" .uid is Plot its lee considered an CIIIpla)•et•of Ilse t'tansly. lel. 1'--1 h1•.ile st•rvirl (=unsult.lut ogives to t!•slrirt its Finn :tail it%subt:4)ntractors fro►n arty 1-1uJi1tI1'1sell . .lrwr 111.111 faw the [Anility, its any way perl:nning; l4) Ilse subject of this eugllog 14le•Ptt 114 la tlse p►rperw•d ptt+i:•ct which this re•leeart will review. fur a period of two yt•.tr% titer Ila• t•fiet-tive Oate of illi% agreement withput first obtaining; til; prior written r,.n.1•nt •)f the Diret't•sr of 111:utniug for scPr\\h employment. Consultant further agrees to in•:e1 t this condition into all cowracts or work agreements with is subcontractors. I1, %t.rtca: u( Illt1du1-t. It i% tutllel%1#.alal that lin-f-itud Consultant Draft accepted by the County gills l'; 11Ii111T•eKl .l% hac:l;g;nnunl ta' source material by the Planning; Department for its r-m-1-c•ive u-.1', all or in lwirt,.I% it %o.-es fit. T1Pc Conutll.tnt :agrees.ru)( its release,disclose or 411lst•nvitie 1IIal;e avaPlahle crlii--% al its writtcyt tloc:uments. their r•ontent5, any views or olliltia14s Contained thelein, or any other written or Oral material, data. views,opinions or nlher informatitut in .Puy w•:1y .arising, taut of or conite•cted with tile.• subject of this r•nryda}nue14t 11+ 1-11wr titan tLe Manning M-1xertrnenl withPrttl first obtaining the prior eget it tell 1:1+nsc•rtl of lite Director tut Planning; fur sisch disclosure. Att:le_imlcn1•.: Aplx14dix A flap: 2 of 2 Q1125 i • t't»:`rU.1t;%(. Sla,VICE`• A(:r,Vrams:r I, Sin-4 of Cundititlem. These slxcial runditiotls are incorporated Ix-low by reference: (it) 4tatsultant's ratite attel Address: P.E.R.L. b Associates. Inc., 1609 Oak Park Boulevard, Pleasant Hill, CA 94523 (h) Clfef:tit,•el)ale: OCT 251977 GI 111-oiect Na:ut•. Nu:n1H•: and Le-c-atiort: fuvirontnental Impact Report for 10nor Sub- division r85-77, Bollinger Canyon Northerly of Crory Canyon Road. (if) flaytttettt Luttit: Two Thousand Eight Hundred-Dollars ($2,800.00) J. �t • .tit •.. .0 se signatu.,s attest the parties'agrcenp_nt herclo: I R..:1 ('t ('llN.' ,s..o• I A-4F (:hairnru,, lit,,ird of •�J�c,tktwzt�"e ufitc*i,t c:ipac:ity in business Cupervisrrs /` t - A 141"0': J. R. t t1.`'%ON. (COU IVRA ll° SEAQ t'ounty e:ie•tk .till v�.ullirtet t'L•ti: tit lite• 1(t.,ud 1t.elt•ell caliiarui.t 1 •.. t'outra t:te•.ta t:rnuty ) Ala-:fJt)hil.f_I)tail4ll:N'1 , It ��/ .lin•Ix•r•:o:d:)nil;niut;.11ama Inr C'on:ulLurt,known . elatly If /T to tae•i+t itnitw•Gt.tl and htt•.iness raparities, ! Ix:ttion.tlly:tplN••trt•rl 6-fore lost- toelay and acknow- i Rt•t.utt iut•t 1 ledge-d that lie/they:il;ned it :mcg that the corporation r partnership nante(f above•t•xccuted it. (�• cttltorty :1. 11t•hctt•su% --- Dater , 1lirerio ctl f`lannirtl;/ �.. 1 .1 fit .tlgn•ety t1: Notary Ihtb(ir_ OFF[t:-fAL SEAL L•hn 1!.('lattsrtt ••' JAMES 0. FEARS t'oetnty Counsel (NofA1tY SIAL) • tip4RRypVt3l1C-CAUiORNUt ��j/ CONTRA COSTA Coutmr 111':1+ =F-y KYCOMM45iont�pitesAaFll.I978 b 34,i- cI ill '' Use PoorAucuni9mbiea Bidt..MYrfiNes.CA 94553 3. Val Iio%. 1:firr.rtvt• on tat• alt.tve caete, Contra Costa County attd the above-natned l ttnal�latt mutltally agrec imif Ittomise as follow.-.: r. Ianitltry_tttrnt. e'uttclty hcrehy rtuploys consultant.and('nmultant at•r•t•pts sue:h employment if, p••rftn•rtilhe Inofe,r:irrtaf r.t•tvices drscrilxtf herein, upon the It.-rum :tad in consideration of lite payntcnl:. %tatetl hereiet. i, %1.41111!of tit rti•. -.hall Ise.r..:der-cribed ice Apix!nelix r attached hereto and iitotpmi tr(f lavrut by thi•. It-leleru•-c. 6. In.ur:mre. 1'11t• Collsult:tnl >1:,t11, at au expell:e to lite Comity, lutrtia►r•ertificatet or other T';-HIrnrr ar•c-eptalall! to life- ('t•etctly of (a) pub-lit- liability iuutr:atrt- of at least $500,000.00 his ,ill ci,ttuJl•;•s arisicq; out Of boo ilv inputies e•r rlt•ath to any orte• 1>•:rsnn and at least C'110,000.00 103 tu•r Of ottn.• Ix•tsotts in otw• ac:ride•ttt or ore:ttrr+•ttrr; aid (b) property cl.tmage liability tnsttran-v ietuvieliol; Iftr a limit of not Itr.s than $500,000.00. Thirty days' taetice to Comity of Ixtlicy I:gtstr of c:ancellatiun is required. Page- I of ? • 01124 mWoftbned with 6oa1'd order r • In the Board of Supervisors of Contra Costa County, State of California October 25 . 19 77 In the Matter of Agreement with P.E.R.L. b Associates, Inc. for Consulting Services TT IS BY THE BOARD ORDERED that the Chairman is AUTHORIZED to execute an agreement with P.E.R.L. & Associates, Inc. of Pleasant Hili, to become effective October 26, 1977, in connection with the preparation of the Environ- mental Impact Report for Minor Subdivision #85-77, Bollinger Canyon northerly of Crow Canyon Road, at a cost not to exceed $2,800.00 under the terms and conditions as set forth in said agreement. PASSED by the Board on October 25, 1977. 1 hereby certify that the foregoing is o true and correct copy of an order entered on the minutes of said Board of Supervisors on the dote aforesaid. Witness my hand and Ow Seal of the Board of Orig.: Planning Department super,;, affix" this � of OCT 2 51977 . 19 ' cc: P.E.R.L. b Associates, Inc. -- c/o Planning Department Director of Planning .L R. OLSSON, Clerk County Auditor-Controller e j e p Clerk County Administrator pi 01123 H-N 3;?o 15m r APPENDIX"A" Consultant shall prepare a Draft Environmental Impact Report in accordance with the California Environmental Quality Act and County guidelines for the project specified in l(c)of this agreement. The report shall be prepared in the format specified by the County. It shMI be single spaced and suitable for duplication by office copier methods. The Consultant shall prepare the report in a"working draft"form initially and submit three (3) copies for Planning Department review. The "working draft" shalt be submitted by Consultant to the Planning Department no later titan thirty (30) calendar days after the date Consultant is authorized by the Planning Department to proceed with preparation of the report, unless approval of extension of such deadline is given by the Director of !Tanning. After Planning Department reviews and comments on the draft, the Consultant shall revise the working draft report in accordance with such comments and submit one copy suitable for duplication and distribution of the "final Consultant draft' for review and acceptance by the Planning Department. The"final Consultant draft"shall be submitted by Consultant to the Planning Department no later than ten (10) calendar days after return of the edited working draft to Consultant by the Planning Department unless approval of the extension of such deadtiite is Riven by the Director of Planning. In no event shall the tune for completion of the process described in this paragraph extend beyond June 30, 1978 without written approval.of the Director of Planning. Consultant shall as part of the contractual obligation assist County in the preparation of responses to continents on the draft EIR for the purpose of producing a "Final EIR" for the fitoject. Assistance of County staff required by the Consultant in the gathering of data to complete this report shall be limited to the supplying of source documents on County premises. No compiling of data will be done by County staff. All other County staff support effort will be limited to that specifically enumerated below: 01122 ' y 1 7. Payment. The County shall pay Consultant for professional services performed as follows: A. For preparation of the Draft Environmental Impact Report a fee not to exceed 1(d) above. (i) The first installment, in an amount to be determined by the Director of Planning of not more than 50%nor less than 30%of the fee noted in 7.A. above, shall be paid of ter receipt by the County of the"Working Draf t"report. (ii) The second installment, constituting the remainder of the fee noted in 7.A. above,shall be paid after the Director of Planning receives and finds acceptable the"Final Consultant Draft". R. Ten percent (10%) of all charges billed by the Consultant shall be withheld until final acceptance of the Final Environmental Impact Report by the appropriate hearing body or until authorized by the Director of Planning,whichever comes first. C. The fees specified in Section 7.A. include all overhead and incidental expenses for which no additional compensation shall be allowed. In no event shall the total amount paid to the Consultant exceed the fee limit specified in Section 1(d) without prior written approval of the County. S. Termination. At its option, County may terminate this agreement at any time by written notice to the Consultant, whether or not the Consultant is in default. Upon such termination Consultant agrees to deliver to the County everything pertaining to the work in the possession of Consultant or under its control at that tirne, and will be paid, except as provided below, without duplication,all amounts due or thereafter becoming due for services rendered to the date of termination. If the Consultant is in default at the time of termination, County may complete the work (scope of service) and deduct the reasonable expenses thereof from the fee and from any funds otherwise due and payable to the Consultant. 9. Status. The Consultant is an independent contractor and is not to be considered an employee of the County. 10. Exclusive Services. Consultant agrees to restrict its firm and its subcontractors from any emp oyment, of ier than for the County, in any way pertaining to the subject of this employment or to the proposed project which this report will review, for a period of two years after the effective date of this agreement without first obtaining the prior written consent of the Director of Planning for such employment. Consultant further agrees to insert this condition into all contracts or work agreements with is subcontractors. 11. Status of Product. it is understood that the Final Consultant Draft accepted by the County will be utilize as background or source material by the Planning Department for its exclusive use, all or in part,as it sees fit. The Consultant agrees not to release,disclose or otherwise make available copies of its written documents, their contents, any views or opinions contained therein, or any other written or oral material, data, views, opinions or other information in any way arising out of or connected with the subject of this employment to other than the Planning Department without first obtaining the prior written consent of the Director of Planning for such disclosure. Attachments: Appendix A Page 2 of 2 01121 f CONSULTING SERVICES AGREEMENT 1. Special Conditions. These special conditions are incorporated below by reference: (a) Consultant's Name and Address: P.E.R.L. b Associates, Inc., 1609 Oak Park Boulevard, Pleasant Hill, CA 94523 (b) Effective Date: OCT 2 51917. (c) Project Name,Number and Location: Environmental Impact Report for Rezoning 2170-RZ, approx. 192 acres located on the east side of Alcosta Boulevard opposite Montevideo Drive, S,an Ramon. (d) Payment Limit: Seven Thousand Dollars ($7,000) 2. Signaattu'res. These�atures attest the parties'agreement hereto: C aU r �'r1 C05TV Coj�r5�ANT Chairman, Board of Designate official capacity-in business Supervisors f A TTEST: J. R. OLSSON, (CORPORATE SEAL) ('runty Clerk zond ex-officio t'lerk of the Board State of California ) ss _ Contra Costa County ) ACKNOWLEDGEMENT The person(s)signing above for Consultant,known .eputy ' to one in those individual and business capacities, personally appeared before me today and acknow- ledged that he/they signed it and that the corporation or partnership named above executed it. �-�'j_Anthon • A.JJehaesus ' Date: Y)irect�r of PJanni(�g Form approved: Notary Public John 13.Clausen OFFICIAL sl?Al. County Counsel (NOTARY SEALo JAMES 0. FEARS RS CUpUC-Case ggNjA B1': i� / CONTRA COSTA COUNTY mycommissiariF. uRutl 11.10/tl Deputy 6uc[10"Mmmistntmn BW c•Af+rWuz.CA,94353 3. Parties. Effective on the above date, Contra Costa County and the above-named Consultant mutually agree and promise as follows: 4. Employment. County hereby employs Consultant,and Consultant accepts such employment to perform the professional services described herein, upon the terrtts and in consideration of the payments stated herein. 5. Scope of Service. Scope of Service shall be as described in Appendix A attached hereto and incorporated herein by this reference. 6. Insurance. The Consultant shall, at no expense to the County, furnish certificates or other evt enEe acceptable to the County of (a) public liability insurance of at least $500,000.00 for all damages arising out of bodily injuries or death to any one person and at least $500,000.00 fx two or more persons in one accident or occurrence; and (b) property damage liability insurance providing for a limit of not less than $500,000.00. Thirty days' notice to County of policy lapse or cancellation is required. Page 1 of 2 01120 ` ` AGaoh-frr>od with board order 1 In the Board of Supervisors of Contra Costa Countyt State of Califemia October 25 , 19Z7 In the Matter of Agreement with P.E.R.L. & Associates, Inc. for Consulting Services IT IS BY THE BOARD ORDERED that the Chairman is AUTHORIZED to execute an agreement with P.E.R.L. b Associates, Inc. of Pleasant Hill, to become effec- tive October 26, 1977, in connection with the preparation of the Enviromnentai Impact Report for 2170-RZ, San Ramon, at a cost not to exceed $7,000.00 under the terms and conditions as set forth in said agreement. PASSED by the Board on October 25, 1977. M 1 hereby certify that the foregoing is a true and conee copy of an order entered on the minutes of said Board of Supervison on the dole aforesaid. Witness my hand and the Sed of the Board of Orig.: Planning Department superrison OCT 2 5 1977 cc: P.E.R.L. E Associates, Inc. affixed osis day of 19 c/o Planning Department Director of PlanningJ. R. OLSSON, Clerk County Auditor-Controller c:- L County Administrator gzT7 Deputy Clerk 01119 N•2a ii�t1 Sm In the Board of Supervisors of Contra Costa County, State of California October 25 , 1977 in the Matter of Declaring Surplus Property On the tacommendation of the County Clerk, it is by the Board ordered that County equipment 473594, a 35 mm Itek Microfilm Camera, be declared as surplus property, and the County Purchasing Agent is authorized to sell said property pursuant to County Ordinance Code Section 1108.02-212. PASSED by the Board on October 25, 1977. w I hereby certify that the foragoirq is a trw and correct copy of an order entered on the minutes of said Board of Supervisors on the data aforesaid. Wilrws my hand and the Seoi of the Board of Originating Department: � County Clerk cc: Purchasing Agent affixed this27th day of October 19_M ' County Administrator County Auditor-Controller � _ � �t_SSON, Clerk B •r.��• a� Deputy Clark Maxine M. NeufS1d H-24 4/77 ISM Contra Costa County Standard Form SHORT FORM SERVICE CONTRACT 24- 085 4- 0$5 1. Contract Identification. Number Department: Medical Services/Mental Health Subject: Provision of clinical and consultative audiology services for George Miller, Jr. Center West 2. Parties. The County of Contra Costa, California (County), for its Department named above, and the following named Contractor mutually agree and promise as follows: Contractor: ADELINE McCLATCSIE Capacity: Self-employed individual Address: 5 Donald Drive Orinda, California 94563 3. Tera. The effective date of this Contract is September 1. 1977 and it terminates June 3Q. 1978 unless sooner terminated as provided herein. 4. Termination. This Contract cay be terminated by the County, at its sole discretion, upon five-day advance written notice thereof to the Contractor, or cancelled immediately by Written Mutual consent. 5. Payment Limit. County's total payments to Contractor under this Contract shall not exceed $ 1,,000 6. County's Obligations. In consideration of Contractor's provision of services as described below, and subject to the payment limit expressed herein, County shall pay Contractor, upon submission of a properly documented demand for payment in the manner and form prescribed by County (Demand Form D-15) and upon approval of such demand by the head of the County Department for which this Contract is made or his designee, according to the following fee schedule: $ 63 ( ) hour; or FFL• RATE: $ 70 per service unit: (x) session, as defined below; or $ 100 { ) calendar (insert day, week or month) NOT TO EXCEED a total of_ N/A service uait(s). ` 7. Contractor's Obligations. Contractor shall provide the following described services: 1. audiology clinical evaluation services. 3. Brain Wave analysis: 2. Audiology consultation services. For payment purposes, units of service are defined as follows: $63 per clinical evaluation of one child which shall include, but not be limited to: a.) Diagnostic audiology test. b.) Acoustic impedance tast. c.) Interpretation of diagnosi- $70 per consultation which shall include, but not be limited to: a.) Consultation with Center staff regarding auditory perception problems. b.) Consultation with parents regarding diag- nostic findings and recommended follow through. $100 per brain wave analysis to include but not be limited to: Brain Have Analysis of infants a Children to determine possible jkuditbry &OUdgependent Contractor Status. This Contract is by and between two independent contractors and is not intended to and shall not be construed to create the relationship of agent, servant, employee, partnership, joint venture, or association. 9. Indemnification. The Contractor shall defend, save harmless and indemnify the County and its officers, agents and employees from all liabilities and claims for damages for death, sickness or injury to persons or property, including without limitation, all consequential damages, from any cause whatsoever arising from or connected with the operations or the services of the Contractor hereunder, resulting from the conduct, negligent or otherwise, of the Contractor, its agents or employees, tlta NE 10. Legal Authority. 17"1 Contract is entered into under and subject to the following legal authorities: California Government Code Sections 26227 and 31000. 11. Si natures. These signatures attest the parties' agreement hereto: CO COSTA C ORNIA CONTRACTOR Y ' By Designee Recommended by Department ( to o c cap 0ty) sy r 111- Designee (Fors i Pryo�a@fCoum„" baMicrofl� with -z,jj,l 7/7'1 In ther Board of Supervisors of Contra Costa County, State of California OCT 2 51977 In the Matter of Contract x24--085 with Adeline McClatchie, Audiologist IT IS BY THE BOARD ORDERED that its Chairman is AUTHORIZED to elecute,Contract #24-085 with Adeline McClatchie for the purchase of professional audiology Services" for. County Medical Services/Mental Health clients of the George Miller, Jr. Center Kest for the tern from September 1, 1917 to June 30, 1978, with a contract payment limit of $1,000, and under terms and conditions as more particularly set forth in said contract. PASSED BY THE BOARD on OCT 2 51977. 1 hereby certify that the foregoing is a true and correct copy of an order entered on the minutes of said Board of Supervisors on the date aforesaid. Orig: Human Resources Agency Witness my hand and the Seal of the Board of Attn: Contracts b Grants Unit Supervisors OCT 2 5 1977 cc: County Administrator affnOei this day of_ . 19 County auditor/Controller County Mental Health Director J. R. OLSSON, Clerk Contractor Deputy Clark 01116 SD:sh 'r t Contra Costa County _ Standard Form SHORT FORM SERVICE CONTRACT 1. Contract Identification. Number 20— 169 Department: Social Service Subject: Staff Development and Training in "The Psychogenesis of Emotional Behavior" for Counselors at the Edgar Children's Shelter 2. Parties. The County of Contra Costa, California (County), for its Department named above, and the following named Contractor mutually agree and promise as follows: Contractor: JOHN WALLACE, Ph.D. Capacity: Self-employed Individual Address: 1491 St. James Parkway, Concord, California 94521 3. Term. The effective date of this Contract is November 15, 1977 and it terminates February 7, 1978 unless sooner terminated as provided herein. 4. Termination. This Contract may be terminated by the County, at its sole discretion, upon five-day advance written notice thereof to the Contractor, or cancelled immediately by written mutual consent. 5. Payment Limit. County's total payments to Contractor under this Contract shall not exceed $ 250 6. County's Obligations. In consideration of Contractor's provision of services as described below, 'And subject to the payment limit expressed herein, County shall pay Contractor, upon submission of a properly documented demand for payment in the manner and form prescribed by County (Demand Form D-15) and upon approval of such demand by the head of the County Department for which this Contract is made or his designee, according to the following fee schedule: (X) hour; or FEE RATE: $_ 25 per service unit: ( ) session, as defined below; or ( ) calendar (insert day, week or month) NOT TO EXCEED a total of ten (10) service unit(s). 7. Contractor's Obligations. Contractor shall provide the following described services: Consultation, specialized instruction and training in The Psychogenesis of Emotional Behavior: Understanding the Dynamics of the Behavior of Children for County-selected persons in the time, place, and canner required by County, including the provision of any related materials and supplies. S. Independent Contractor Status. This Contract is by and between two independent contractors and is not intended to and shall not be construed to create the relationship of agent, servant, employee, partnership, joint venture, or association. 9. Indemnification. The Contractor shall defend, save harmless and indemnify the County and its officers, agents and employees from all liabilities and claims for damages for death, sickness or injury to persons or property, including without limitation, all consequential damages, from any cause whatsoever arising from or connected with the operations or the services of the Contractor hereunder, resulting from the conduct, negligent or otherwise, of the Contractor, its agents or employees. 10. Legal Authority. This Contract is entered into under and subject to the following legal authorities: California Government Code Sections 26227 and 31000. Title XX of the United States Social Security Act, as amended (P.L. 96-647); 45 CFR §228.84. 11. Si natures. T se signatures attest the parties' agreement hereto: CO C OSTA CALL IIIA CONTRACTOR .' By --�— — Designee 8ecomme d by Department By , / // ���/ (Desi offi 1iopacity) U G/G 0111� Designee (Form approved by County CLlfCj "MrOfikr.&J wish Surd artier �• icon �hri In the Board of Supervisors of Contra,Costa County, Stats of California MtnhPr PS . 19 72 In the smatter of Contract #20-169 with John Wallace, Ph.D. IT IS BY THE BOARD ORDERED that its Chairman is AUTHORIZED to execute Contract 120-169 with John Wallace, Ph.D., self-employed individual (Psychologise), for the provision of Staff Development and Training Sessions entitled "The Psychogenesis of Emotional Behavior: Understanding the Dynamics of the Behavior of Children," for the Counselors of the Edgar Children's Shelter, to be conducted from november 15, 1977 through February 7, 1978 with a contract payment limit of $250 and under terms and conditions as more particularly set forth in said contract. PASSED BY THE BOARD on October 25, 1977• i hereby certify that ti+e foropoinp Is o true and correct copy of an order on the, acinuka of soil Booed of Superrisom on d»ciao afa .2 Orig: Human Resources Agency Wthwoe my fibred and*,e Seal of Bawd of Attn: Contracts S Grants Unit Supbvim. cc: County administrator afford 0425ziiday of Oct-lber 19 '7:` County Auditor-Controller Social Service Dept. R. OLSSON, Clerk Contractor J. 8` Deprdy Cleric M. N�1iE 01114 n111 SD:dg IJ11.1 11 tt-rtsnsi m i E In the Board of Supervisors of Contra Costa County, State of California October 25, , 19 77 In the Mosler of Waiving the requirement for a consent to dedication for Subdivision HS 163--77 IT IS BY THE BOARD ORDERED that the requirement for a consent to dedication for Subdivision HS 163--77 is hereby waived. PASSED by the Board on October 25, 1977. 1 hereby certify that the foregoing h o true and corrects copy of an arch► entered at the minutes of said Boord of Supervisors on the dale aforesaid. Witness my hand and the seal of the Board of Supervisors affixed "_15th day 19-7-7-- Originating 91ZOriginating Department: Public Works Land Development Division J. R. OLSSON, C{ark i cc: Public Works - Land Development By.,.t/rtnx�p <<_R.f>i�r��' . Deputy Cork Division Jamie L. Johnson Frank Planchoa Rt. 1, Box 167 Oakley, CA H-26<m tsm " n1 ll1 EXHIBIT "B" Grant of Right of Way Grantors: Frank E. Hayward and Road No. 3851D Helen R. Hayward Boulevard Way September 22, 1977 Grantee: Contra Costa County Portion of Parcel "A", as said parcel is shown on the Parcel Map filed , 1977 in Book of Parcel Maps, at page , Records of Contra Costa County, California, described as follows: A strip of land 10.00 feet in width, the easterly line being described as follows: beginning on the southerly line of said Parcel A ( PM ) distant south 550 06' 41" east, 30.12 feet from the centerline of Boulevard Way, as said centerline is shown on said Parcel Map ( PM ) thence, from said point of beginning, north 190 41' 04" west, 85.00 feet to the northerly line of said Parcel A C PM ), Coa.eining an area of 0.020 (acres) (850 square feet), of land more or less. Bearings used in the above description are based on the California Coordinate System Zone III. 01112 EXHIBIT "A" Agreement Grantors: Frank E. Hayward and Road No. 3851D Helen R. Hayward Boulevard Way September 22, 1977 Grantee: Contra Costa County Parcel "A" and Parcel "B", as said parcels are shown on the Parcel Hap filed , 1977 in Book of Parcel Haps, at page , Records of Contra Costa County, California. EXCEPTING THEREFROM: A strip of land 30.00 feet in width, the westerly line being described as follows: beginning on the southerly line of said Parcel A ( PM ) distant south 650 061 41" east, 30.12 feet from the centerline of Boulevard Way, as said centerline is shown on said Parcel Hap C PM ); thence, from said point o_ beginning, north l90 411 0411 west, 85.00 feet to the northerly line of said Parcel A ( PM ). X1111 Recorded at the request of: CON'Tr lt COSTA COUNITY This box for exclusive use of Recorder A G R E E M E N T (Proje::c: Subdivision NS 20-77) 1. PARTIES. Effective on October 18, 1977 , the County of Contra Costa, hereinafter referred to as `County" and Frank E. Havward S Helen R. Hayward hereinafter referred to as tOOwner' mutually agree and promise as follows: 2. PURPOSE. As a condition of approval of HS 28-77, Owner is required to enter into an agreement stating that he will grant an additional 10 foot strip of right-of-way along Boulevard Kay to the County at such time as the County acquires the remaining right of way for the ultimate improvement of Boulevard Way. In consideration for entering said agreement, and complying with the other conditions of approval, County shall allow Owner to file and record a Parcel Hap for said Subdivision. 3. ACREEmalT EUMIHC ON SUCCESSORS IN INTEREST. This agreement is an instrument affecting the title or possession of the real property described in Exhibit "A". All the terms, covenants and conditions herein imposed shall be binding upon and inure to the benefit of the successors in interest of Owner. Upon the sale or division of the property described in Exhibit "A" the terms of this agreement shall apply separately to each parcel, and the owner of each parcel shall succeed to the obligations imposed on Owner by this agreement. Upon annexation to any City, Owner shall fulfill all the terms of this agreement upon demand by such city as though Owner had contracted with such city originally. Any annexing city shall have all the rights of a third party beneficiary. 4. CRAN''T OF RICHT OF WAY. At such time as County acquires the additional right of way to the ultimate aligurent of Boulevard Stay as shown on the Precise Alig=ent Dra:;ing 3351-69, sheet 3 Owner shall grant to County at no cost to County, the strip of land described in Exhibit "B". 5. NONPERFORRANCE. If County sues to compel performance of this Agreement, Owner shall pay all reasonable attorney's fees, costs of suit and all other expenses of litigation incurred by County in connection therewith. COUNTY OF CONTRA COSTA 1 VERNON L. CLINE Public Storks Dirfor FY-Ink $. Payuard epc BY. . c tQ-. Helen R. Hayward Deputy J RECOMENDED FOR�APPROVAL: 74— Assistant"lic Works Director VOTE: This document is to be acknowledged with signatures as they appear on deed of title FOP-4 APPROVED: '- County Co sel -13 01110 STATE OF CALIFORNIA j Caantyof Contra Costa )}� Ong 11th ,fo,f October ;,,,C7,,,ra,K Xj.WA,sad.,dandseyent —s ve beton ate, the undersigned ,a Notary Pabtic is and for the coaaty of-tetra L'os Ta ,stat,of caGforxie rcridia?thereiw, lair cols sioaed and mores,per"-Uy a.#.* d Frank E. Hayward and Helen R, Havota } OFF'- AL SMAL knows to ow ato be the perraw sioss aa,ri s 3Z'e ..,Rtcrditd to eF.t mitRia i�rstrwarat a T. AUtD C LUCY E_ RREZ w► z oral at+btoarlidged to ata tAct�ly vestca�ted tie taorr. oota+*Y of cOaTcn CWTa z IN WITNESS WHEREOF I haat 4rrcmrto set my lend wad aged my og at seat L W yy,rn;,,u„n.,a xl ttas :t tAr Comtty of C day wad year in this crrti�fcQ:c.4rrtaboecaritrut, f, ,'.t UTI U Tr urt ram..As.•a-pos—4641 6aft—c+ L - [a afC-ie�iutiea Pa " In the Board of Supervisors of Contra Costa County, State of California October 25, , 1977 In the Matter of - Approving Agreement for Subdivision MS 28-77 Walnut Creek area The Public Works Director is AUTHORIZED to execute an agreement with Frank E. Hayward requiring the granting to the County of an additional 10-foot strip of right-of-way along Boulevard Way at such time that the County acquires the remaining right of way for the ultimate improvements of Boulevard Way. The agreement fulfills a condition of approval for Subdivision NS 28-77 in the Walnut Creek area- PASSED by the Board October 25, 1977 I hereby certify that the foregoing is a true and cornd copy of on order entered on the minutes of said Board of Supervisors an the date aforesaid. VAhmm my hand and the Sed of the Board of Supervisors affixed this 25 dor of .+<-±-.,hssr 19-= J. R. OLSSON, Clerk B Do" Clerk Originating Department: Public Works L. Jo mson Land Development Division cc: Public Works Department, Land Development Division le— Frank E. Hayward, 1314 Milton Ave., Walnut Creek, CA 94596 �� Recorder via Public works S ?� CCN7RA COSTA COUNTY MEDICAL SERVICES REPORT TO 2910-7 PAGE 11 ACCOUNTS RECEIVABLE WRITE—OFFS PROCESS DATE 09/30/77 S� —AS CF 09/29/77 _ _ OTHER -___.____.._.._.-PRIVATE_-.. _MISS.ING__ _DI.SALLO EOI—GALr SH_UU_YLE ' GUARANTOR F U N TMINVOICE V S/P AMOUNT PAY MEDICARE MEDT—CAL IN5URANCE LABELS PROCEDURE LIABILITY LIABILLE VAANES, .JOSEPHiNE.___26339�-0_..Q.603422_0_-----______._..a.____ VARNESr JOSEPHINE 2E53S7-0 CS03611 E 30.00— f ;- YARNESr JOSEPHINE 205357 0 0923221 E 30.00— �� •j _ _..V_�► 1NiiS.c_ JOSE�h_I�lE.___�b'��.rt-7-9_..54.78�1_L_ E__._.._ _..._-... .__._.__. . _____..._ S..qQ-._...______.. .._ Aj VARNES• JOSEPHINE 265397-0 1OLS579 E 30.00- YARtiESr •- JOSEPH NE :.26336= „1036332 E i VARNESr JOSEPHINE 265397-0 1072411 E 60.00- f+ Tu .bALKERr 4TAMLE1t;NM 255679-5 I247362 iO3 9.00 ft "+ ...�1�1.15ELli...Stt.lIIV1.n►�#�tll�.4.Q��1�-,!�._,1$51E1�_�_:.l'Q.i..:.._,..�..4.10- ...,..._._...��_._;»._.�_.._.____... ......__.. ,..,...,_.�_.__. _... -.,. . _ . _....__� . - _ _, _ �� WNITE6 ALLEN N 231424-3 0149699 E 41.40- lid' 1.1.0 LENQ0A S3 SM'� 1030230 X03 L 94- +� WILL1AMSr RONALD L 290064-6 1111359 E 47.00— ,�- MtLl.S�l1 `i. iW4Y 002122-0 120$647 203~ l.sx- - W000S• NEAL 021736-4 1259265 205 7.52- ��, . 0 1 3`.48- 4 , 9 2 2 54.83- 293.83- k x. ZOS 363X.46- t UNASSIGNED PVT PAY 86383.04- -- - -_____ ____�..._,. ________. ASSIGNED —At f4 x E - A2 k � ASF;*�*,4N�Q ASSIGNED - A6 A A•5!S t NEt? - A7 = 4} $' E h t� .iso. ,,r� ...,y. .. ,r. ..,, � •«�. :.: � . ...^ ,� �;.a.. k - 'xn�1"�`H.'' .=s;_4r .. .•, ..; :. . - - 5 ._- ,. '#:s�”` i �,¢.. .La-fes, - s? .�� `�at .�x< -..;., r ,t. r -.."� _.E,{: -..-... .`. h#. *. .,,,..;..., - �.a. .....` -,-F •� - x -4. .-G'' s.. '-'31 `k :.�1F ' w,., ..5" 1.�..� � � ^.� ..P "-� ,;,, :s-: � .,'�: �s � � - C.�:°.E�` �• :��`�� � :`.;:- c �k.i�`i� {, -Tai:3`..:�, r xRx' �� ��;3��'a. ,�}.'a,., t�3.tL.._,� xr '� � �t ':i, .. �» :-,_. ,max,: . .n � 1 ': � �- �a�;� �3 �s � :`��u Ys:�.s�� ��y��'t'7� ,a. f. �„�.•s` � �; �r:, �� �"' � *��.��`� •�,. , ' CONTRA COSTA COUNTY MEOICAL SERVICES ACCOUNTS RECEIVABLE NRITE—OFFS t t_ AS OF 09/29/77 REPORT TO 2910-7 PAGE -_. OTHER _ PROCESS DATE 09/30/77 1G GUARA�R FUN INVOICE S/P MOUNT T" P�---aIVAT�.•------ ' PAY MEOiCARE MEDT—CAL`'jNSURANCE lkfVAtE MLABELS p _0ISALl,Ol1 _ MEDL—SAL SN—OOYL _� � TAYLGR• OSCAR M ROCEQURE LIABILITY LIAS ITV 12 ,189-2 0669360 E 26.92— _ - '' TAYLQpr OSCAR tAVLOA• OSCARM 124189-2 0816311E TAVLjWj •. 43.73- ......._:._._.._ - TAVLCAr OSCAR M 124189-2 0493957E F , 11.19— 8.28— � tAYLoa, oscAa N d 124169-2 C575423 E _ 8.20- . 124f1F-2 C9flOb `._.__ 7A 1 __. 14.1 , 4~ TAYLOR• OSCAR M s � _ . .�t2 124109-2 1042579E — — --__ 4.00- _. ._.. . � 124189-2 1092500 E 0 TAVLOA• OSCAR M _'__.-.....__.'«`:..__-`-_._•••-.....��a ,._ 124189-2 1083001 E - -�, „ -- __ 32.96- TAVLQ OSCAN N _._______ r 1243091; 1 .542 A3 ES TAYLOR* OSCAR M 124189-2 11391291E TAY 4i N X14#!9 2.82— -- ., UGALpE* EUGENIO CE 272503-0 1199121E IJi�I OE 2.1 - VAAIxr fRAN TON 23615 8-7 1340899 Z05 7.52- 6s:.!a'x --�_ o Q� A7 c... yy --_. S,�'�.t—n..n_.S-..�Vi...a:.�s�i-.t,:.-,Ts:,..e,r-•.,_,_ �T1'.�,.}4�....i�}rr'�".}.;.+-t.�.-�,_S_.z..�_: an_ruc_�..._.-,s$ r.. �4-:.-.�. -.{•...,_ ._..:_ -.' -..; ,,$..'-h�`;ffi,:: F.. .. ' rTZ 7714 § x�7tiJ * x }„5 °� .. sz 'a 3�t....S a.• .,y„a°t'`g,`ir e �. ._.-z're Msa�.� "y � vt� s � 9 �, 4 t i-, � _ � f P' Y y ,l'•Yh'3 CCkTRA COSTA COUNTY MEDICAL SERVICES ACCOUNTS RECEIVABLE WRITE-OFFS • A5 OF 09/29/77 REPORT TO 2910-7 PAGE ~ k' PROCESS DATE 09/30/77 9 i GUARANTOR "` "� ----OTHER PRIVATE •1• � FUN INVOICE ' S/F AMOUNT,..__.. PAY ---- - ______PRIVATE __ MiSSLHG DISALLOW __MEDT-CAI SH-04YLE_ MEOtCARE ME01-CAL INSURANCE LABELS PROCEDURE LYABILITY LIABILITY • SPIKES, MATHEN NMN 217257-3 1245171 Z05 9.40- ._ + STEPINS� .1ENEi1N MA 119246-2 1OT0114_ ______- . _....___°__._.____-._._ - b.00.. • STEPP9 SHEILA INEZ 265572-0 0583498E 7 .0.0--_• � _ r _ 33.60- Sf _ STEPP# E`1LA • STEPP, SHEILA INEZ 24SS72-0 0909913 E S7EMAttT36o58— � 11tLLtAM R^03#71E 12!9713 0 it 77 777 • TAeOj PEORO TAPLAC 243151-3 1239723 ZOS TiO 4.22- t ' +, �+lO tw1. Z41�t�i1— 1 72#290 • _ .t _ wq • � TAYLOR# OSCAR M 124189-2 0091548E _ . • � i 7ALtR. � R M29.70- ------ 124149-2 ----- -- ;; 12419-2 c09i 3 E • TAYLOAr OSCAR M M4 �� : 124189-2 0243949E � , TA1►LOIi� 'OSCA9 M l� 024911 - 1 ---._.a.�.._.._. •1 TAVLOSCAR M 124149-2 0378317 E - ,�YhOAw CSC To33- -Z. 4796 � • TAYIOR� OSCARN 124189-� 0506908 E tg. ' ai • TArt.OR• DSC�R h 124149-2 C357$aT ��ca w", k , T i• I-��" ._,. ..:-, ,..a. ':�" t�" :; r,+,ir. 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I... - ,.., -,.,.-. ,ti ... - .. _._ ,..,:..�,,. >..- .t�,e a. ,.a;,:, -a.-- ... a ..;-: � _ :. -•``�X ! �-- - - :ka `-� aa� '%-'�. a c�.�:§c.::'4 s t,.?r..e=sa�� � �' �x _ ,_+ .. -,.,tr..?,£,. 4 s..,.�� �'.�re.� .s�.,.z`fi•R.� t J. 7 � 9 s 5 � t 4� ..t,. � .. •,� S P ' a CONTRA COSTA COUNTY MEDICAL SERVICES ACCOUNTS RECEIVABLE WRITE-OFFS REPORT TO 2910-7 PAGE 8 .• AS OF 09/29/77 PROCESS DATE 09/30/77 ` _�LVALE.___ �___.. __..___. .� ...PR.LYAT.E__ MISSING 01 .MEOI-C�11�_ 4� 70�LE 6UARANTbR F U N INYOIGE S/P AMOUNT PAY MEDICARE MEDI-CAL INSURANCE LABELS PROCEDURE LIABILITY LIABILITY • �_�i�E.�'C��l.,_..�11.�N1�4r329Q_7.�LG6_�2�..4.4___._Z.4S._. _. 9��0��-:____:__________ __. ._,_._ _______._ -- RCBERTON, MINNIE 8 229075-7 0915107 205 6.28- ir ROiERtON•~MihNIE 8 � �....._ �QK��►I.#�tK��___8_2,1�4.13-L:�1.99.749,1.._._..1QS___._ ...-,_�4t.a8._a_� _,:w._.._ ..__..__ __ - _ 1 ROBERTON9 MINNIE B 229076-7 1147765 205 3.76- • P049RTON� MINNIE i 229075-7 1218034 Z05 87.b4- _ • R08LES• JOEL 235462-1 1348420 105 5.64- 1GUE2, T.. lIQ.RB��iSt.�,i�_a►�fO�.A_E_.�i0s1.6-k:..la142b4,.1;._. ..� ._.,.H"�_..._.__,___....:.._32..4 -..�._w_ __.__.__. _r..:_..._.. a., RCMANOr RUTH LEWIS 2769C6-5 1260625 ZOS 4.66- k �i i rre ��ppc �1 2#7027 Q. rs a • SALOIVAat RAUL 20 174-5 Oi0�ib14 E 27.52- P 1107 E • t : 4 � .T _ . 201 i-s -04# 4.37- s. s _, • SALOIVARt RAUL 201414-5 0455897 E 28.20- 1 ;ALpIYA11 _ RAUL 2a#:4�i=# 044"45 :; • ' SANDERS► 9001E 148551-4 1245172 205 41443- SAMXER•�`1REN9;NMN ;.272� #2�0444� 203 llka335..; • :. SN3PAA0� VIOLA A ai9S41-2 0263437E 21 20- �t •� SHRPARO• °Y101.A A a8931�-2 Gb4a992 E S PO I'l ..t r'-„..:,. t..,....- M... .. .. .k.•.... - _s>:. x .'4,s-z . .:,: : ._..,,.. .:.._:_.. _:$$',.:��:.a,,l t� < *5 .. �„� c37 -,A, 01-i �, '$ "i' i4 '.7t-`}5 ti 'ii' ? n's,, y i+,. ,'-'•t y a h $i f � CChTRA COSTA COUNTY MEDICAL SERVICES REPORT TU 2910-7 PAGE 7 ACCCUhTS RECEIVABLE WRITE-OFFS PROCESS DATE 09/30/77 �.� AS CF 09/29/77 • _ __-- _-__. ._ _ .___. __- HER _______ _PRI-yATE _ _... pRIVATE._.._.__.KISSING DI_SALLOW__._MEQ,t-CAI.___5M-!?C?YLE__ " 6UARANTOR F U N tNVOICE S/P A466WT PAY MEDICARE MEDI-CAL INSURANCE LABELS PfiOCEDURE LIABILITY LIQ 8tLITY ± t____._-P_APl4r_ROI�E�_T..�F•i.LS-N__.245@8!i-.l._.1�,��".X157_.___.ZQS�_.__._-�_b..27_-�._._.�_...____._. __.� ._.._-______ _ __ . ..... _ _ _ PARKER, NOEL FREOE 125618-9 1298789 205 134.16-- r PATE, ELSIE 290567-' 1124259 105 28.80 PATTERSOht IRMA IR 2ESTCS-2 1.349215 205 7.52 '����P�"IERMANr I.lD1r0 R 809114-� 125,1904 Ids 28.52 PMELAN, 1ARNEY NMN 284$21-6 1363161 E 42900- -42o 0--0- 2.00- 42.00- PNILLIPSr JESSIE N 231400-3 1037384 E 75.00- P1ttt.LlP314 Sr JA55iE N` 2e0-3 104li0�2 E, 50.00• , PHIPPS* CARRELL (A 165101-4 1171985 105 11.51— '"" -- .-...__,....-«-..,_.._.__._...,. ....... .._... ................-_, ._...-,___..,.. ...._._. ....,.r-._. ..-_.,_._. ..._.-..___.,..._._..-,_..._.._.....__..__.—,.,......,...._.,.—......�...,...,�.._....,. PN#PPS• VARRALL :GA 165107-4 1170931 Z05� 11.53- PIRILA, ELSIE DIAN 109441-1 1210560 Z05 26.20- K . . PiRJLAs ELSIE GiAN 109641k-1 1277,17 IOb .t?- ," RATROVECr TONY JON 146151-4 1146848 109 5.64- 44 Rt38ERT0N. 0!01+114 8 129�c�5-7 G514233 205 22.119- • mi -f1_lmlf..� /_�G 4— i RC�BERTONr RINNIE 6 429075-7 0.953351 105 3*36- A AV sl�'l .O:�itl►9i1� �t0..5 '�•��- m a48ERTt�Nr MINNIE 8 229075-1 01131267 205 801,89 77-1e �- - - AQiART-OIR.,1lN�E, 6 22474-7:`Ot ►334 .` 205.. 4 _ 4 . x .mo=t"-1�` • w,. ., ... - .:a:.:>�... ,tra:4 b s -' ,IMS..>i. 1...,4 C ^ ,, _ '1,:£$s -;i`a:rs, `..�,;�.., _.'"r,, ,�'w -r�;- �'a 'a � �'Fk's'sk . �.a'�'''�' "'r3 "�,�'`� sr,�. 5 '� ';' `� ,•��`' s, CONTRA COSTA COUNTY MEDICAL SERVICES REPORT TO 2910-7 PAGE 6 ACCOUNTS RECEIVABLE WRITE—OFFS PROCESS DATE 09/30/77 i� AS OF 09/29/77 OTHER PRIVATE _ w ___ _� PRIVAt _ NISS.ING_- dISALl.OM._ MEOI-GA#_SMpOYCE GUAgANTOR F U N INVOICE S/P AMOUNT PAY MEDICARE MEOI—CAL INSURANCE LABELS PROCEDURE LIABILITY LIABILITY NEWMAN, ThOMA5 LOU 2:5496-3 0857354 28.20 v IrENTONo CLYDE N 193443-9 0200119E 12*72— �j NEWTON• CLYDE h 193443-9 0489666 E 29.46— i- NEMTOh� CLYDE N 1911443-9 OS00060 E 16.00— ' � ►� �..�._,h€l1LON.f�1..Ti#.E.�Li__._ __..1��.4#3-'E�:Q.�_�.���a��_IR_...�.....b..._�._..._..__..:____. _:.....:...�:_�2,�T�.�,_._..__ .._..,.._ _.__.._._, . ... . NEWTON• CLYDE N 193443-9 0534502 E 8.09— ,# NEWTON# CLYDE"N 193443-9 0600642E 23.06- s� l��....__IIEMTON-�__„ r�12a�1.,.__._..1411.4�,5�'�..:132"�4+E4►_�_.a..,. .._:_,_.._.._...___:__,.._�.....�:��.:,-as..ww._,__.._.__ _ ____.......,_ .._Y �5 NEWTON• CLYGE N 193443-9 0636745 E 2.48— N7 .48— N x911443- 0720E►h0 E .99� _r.._._� � } NEW10he CLYDE N 19344,E-9 0733632 E 6.40- NEMTON�� 073w/43 @ 56 1?— .............. NEWTON• CLYDE N 19J443-9 0750203 E 59.5x— '• NEWTONS CLYI?E N x43443—! C7S#2Q# E i7.TS— NEWTON. CLYDE N 193443-9 0770049 E 28.20— NIN'TMttoCi.YQt N. 193!143—ti 07771 5 E 6+E.E,p.. orb line iL — - _ _ X0.71— NENTON* CLYDE N 193443-9 0144340 E 6e4O— lQtv�Et, A04- _# 071 c' xs , 2�.zo- t0!7331-9-'l�933333 'L�_:, a3sl " � , • W4801tNs FRANCINE 037337-3 1040725E - -_ mv Ak so� 2. am. a., - ae_..,- • .:., e 4_r.cc w.t.4.. ,>t:. .. .. „. s.. .,,..... , .u•,".,.. ( .�,e -r;.. - - - ",:.. �, .s: ..-..,. .,-.c_'c,'sa' '�,.,.,:z._. .an.�a„ �,.,;::x, � .�•r-�5�-..__r�"' 'r ., �3 �. * `�. moi+ �c t� ^�'�� x. d ,t x ,�'.'"�.`,' ,�.. CONTRA COSTA COUNTY MEDICAL SERVICES REPORT TO 2910-7 PAGE 5 ACCOUNTS RECEIVABLE WRITE-OFFS PROCES5 DATE 09/30/77 AS OF 09/29/77 PRIVATE MISSING__.. __.,. ._... PRI-VAiE_ __MISSI_NG___OISALLOM---_MEUI-GAL __SH-UOY.LE_- GUARANTOR F U N INVOICE S/P AMOUNT PAY MEDICARE MEOI-CAL IN5URANCE LABELS PROCEOUP.E LIABILITY LIABILITY -- MIRANOA.___LEODQRO..A__�32733--6 O�i!r.96.84 E_. ._ �i PIRANGAP TEODORO A 232733-6 IC78559 E 75.94- k MiAANCAP TEGGORC A 232733-6 1078560 E 28.20- . �r MJiFANCAP MIRANDAP TEOCORO A 232733-6 1192223 E 22*44- MITCHELL, LARRY CL 273343-4 09720T3 85.60- IGRRIS.P.._LEST6VNAR_.21.4127n6 44.4_r1x3 �+ MCRRISP LESTER HAR 214921-6 0420320 E 140.32- MGRR3► LESTER MAA 114927-6 0491232 E 68.89 t, �y�_..ll�.�l;r.._�5�_A..111►.A_:�1.44�i-A._4_T1�4i2�..1.._�4.r__ ___._:._.._�___._�.__.�_..__�..� _._._. ..___._..__..��._..... . .... . , _ _.._. ,, _ ___ __._ ae,�0-._. ._ _..___ - OCRRISP MARIA 0 234041-2 0261601 E 2L.20- boa, 1.20- boZ it 11►.8A« MORRISP MARIA 0 234041-2 0261604 E 33,58- ~ +...,_...�,..,�.,.�. -........_._.-__..._.._._....._�......,_.:._.......,.. ,..._...__........_..-....._,._._.._._.__ ................,__.,........._..._.a........».-._.«._.....�...................,....-...�.._.....��..�..� . t MGSRtSt'MARIA 0 234041-2 0241605 E --------------- MORRIS# MARIA 0 234041-2 C275039 E 9.72- _ MQARIS, Mat, 0 12,34041-Y 02 1004 0 R t..n 31*42- lQAl E _ 331.2Q� MORRIS, MARIA 0 234041-2 0305570 E 36.44- 11URP1}Y, RANOAE NIL 300523-11510430 C 35.00- �.!lllAPliY.sJltl U34-4- _. 21��SL�. _____..___ ____.__---__ ---- _.__._ MURPH1f9 RANLAL MIL 300523-8 1330776 C 25.00- ,+ P NURPIIY� , RANOAL MIL:30033-3 1337241 CIi.OQ •� _ _ _�=, MURPHY, AANOAL WIL 300523-8 1350552 C 29.00- tiAIIARO� REFUJIQ E. 294'A11- 1337Q 3 61• `'' 3}���;' . , ...„ ,,..., -..,,. ...:. ,�, ;$ fi.Y.,. ... .... Y >. t,..._.. ,,. „x+-. -� . Al, i4# ,C9a1s :...,-.,,..: ' �".<. .,3,3�._. .�'t4.>._,,i,,._._?he r..a....x,.� ,a•.q�?; ,�`. � '• CONTRA COSTA COUNTY MEDICAL SERVICES REPORT TO 2910-7 PAGE 4 ACCOUNTS RECEIVABLE WRITE-OFFS PROCESS OATS 09/30/77 3• AS OF 09/29/77 _.__.PRIVATE MISSING DISALLOW-_ MEI7I--CAL_. SH-OUYIE GUARANTOR _F U N INVOICE S/P AMOUNT PAY MEOICARE MEOI-GAL INSURANCE LABELS PROCEDURE LIABILITY LIA8I1lTY _9_.�►Q- e LAMSON9 FRANCES P 162145-6 (450126 E 22.40- ___. lAiiSON9 FRANCES P 162145-6 C450127 E 16.80-^ •1 LAWSON, FRANCES P 162645-6 0458968 E 16.80- " 4 • LAMSONt FRANCES P 162445-6 1196428 E 70.00- --•--- LANSON140LiE WOOD 004253-11 1296698 US ,�•�'...�..1.ALI�R�LIL_!DI�t.LE.:...�.4.��.1-_4..�1�.�►�_....__�Q��....��.__.���.4-.....�.__ _ _. LEE* hENRY C 238358-6 1348477 Z05 11.45- ` ' 3 ,LtE1294379 LQ5 2Q,°33- Y - s • u; LITTLEs NAGLE 180120-4 1254297 LQ5 9.92- - �w.__ LI?TLEs" NAGLE ' 190420-4 :1246004 205 7.52 • z "' .._dL�.f�YAND�::..iii,AA.At.iiPE_24].4.l.L1�12,1.91�2�Q�. 5046= ,� LUM# RUBY N 034296-4 1290236 Z05 "l-I.—I._�_, ..___ _ � _ ..._ _ _ 1110AY� N#ILIAM 065154-0 '1345399 105 2064- __ • <4 - } .-0000.-,..-0000-._,-..._.��.__ _...�._�--,....-_-R.�._-_.--^---.....-.--...,...�...._...—..�._,._.._--_-�.,.._;-.,,.�,:_.,•::,,,-0000,, � .�.-� ',-., 1 • MANSON• JOEL PETER 215964-5 1215479 105 + NAN50N�+JOEL PET R`,. 71994-3'1 2h 1 -2,05 1'GLIMIQt11.. iO�iiABD 197 i-9 `]04U1' � S8 19�• %CGLINTOCK@ NOWARO 247369-5 1047514 E 9.40-in A 77777 Ali: • _ - - • _ MIRANOAw TEOGORO A 232133-6 C529352 E a 1fRI1NOIi 7EQQQ1IQ.A;".: 2 P74A271}9 E �,�'•-,-.-•- a_. _ _ .•..�.. � �'' ..� Y Y,;ski�._ L a,a :. .z � .. ._- - . ..�} ,<;c>:�s •.._.a. ,,.=�,.t e„x.-,.ten 4�:_..s-*7 �-.�i-�.i. 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LL .. ' e'�-:.3�" —' REPORT TO 2910-7 PAGE 2 Ap CONTRA COSTA COUNTY MEDICAL SERVICES PROCESS DAVE 09/30/77 ACCOUNTS RECEIVABLE WRITE—OFFS s AS OF C9/29/77 OtH�R PR HATE PR VATO _NIS�Ik-G___D151�.LOki._ M1EPI__—C14�OYLE INVOICE S/!' AMOUNT PAY MEDICARE MEDI-CAL INSURANCE LABELS PROCEDURE I.IA61LItY 41AdILI7Y , i CRANE• JAMES 202567-4 1251642 Us 14.58— ,, s CRANEy JAMi�S LL202567� . 1256709 ZOS 14.00- AL Yti #s OANCERsROEERY°EAR 300963-4 1350593 ZOS 5.66- . ,.._ �. -_�---. --- -- ``•4 6 3 � ��4!'� air =06 9.40• 7 f �+ . c.`Aik :E ";%; E i•...���� ����� �� �4§a�/yt ����.'-1'1+�.�-`r'e,� is r i' _ ___......w+.+++m....,.-.r.....-... -..,».».................«....,,.,..» r DODSON• LESTER ROB 145617-4 1166191 I09 2620 e I11i1ll0ilEtr JEutE 1366�i6-4 'J�E4Q�rOZ Y05 1i.40w g1m _; ,-., .:.i: ,., a K�" .,.., ... �rsy= � S -;"fi� ` �?•: ,a- �""`. � e �s'x a - x `._*"�„*' M5.IN, k.�v; • }_ 1 fi, 01iNINOr IiARCELLA #60647—T 0964693 E 45.79— , �.3 .. s?.. 7 ., F� _ .° .•< {�,.'K 5x2.' 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OTHER PRIVATE _ PRIVATE MISSING DISALLOW -MEDI-CAL S14-00YLE GUARANTOR F U N INVOICE S/P AMOUNT PAY MEDICARE MEOI-CAL INSURANCE LABELS PROCEDURE LIABILITY LIABILITY VARIZ# FRANK ANTON 256156-1 1342264 Z05 3.64- � #�� VILLICANO*,SALVACO'I071501-1 1338A01 105 28.20- f WASHINGTON„ OPLYN 062312-4 1338652 105 6 01 _ - 0rfiAY ERS AL x } 23�05h OBi B05 WAYFERs ALCIE NM 234058-1 0964362 105 .37- „ _W.AY.F9F-IIk01 Z.9 �ll.,M ._. ELIZA0ETH,41 209746-1 1342154 I05 3.76- f W108p ELIZABETH LI 290746-8 1343655 105 14.10- „ # Mn0E1,ER, r�RRY 1iA5�i�-7 �, � WHITE• IRA NMN 291989-5 1149919E � swoo"T r i WHITEv IRA NMN 291959-5 1219960 E 10.00- WHITU IRA #MNi lli 9=5 ,}7i45iZ E _ N M00050N• GOASTON N 302010-7 1344166 x00 34,64 u N&�ItflLe ffilid- .1A%�'a� 304 E TO� 4Ti77777= �� , h' BiYF!*f►4- t � 3-Z _ _ 52.00 UNASSIGNED PVT PAY 55240}65 i — Al a s. mmm �,,a=„ a-`>� �" a t„=1,y,• '>a i x "^''_N �:" + err'' •� e s.�, ti, t - 3r ML "at ":.e+; `�':. ���', ���,'• 3. ,a�L. ��' `�1"�-+tv's �1. 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STJEAN► ANNETTE 0763449 4646761 Z05 0.64- „ STJEAN, ANNETTE 078344-9 0912284 ZOS 37.60- . � 0/ STJEAN# _ANNETTE 078344-9 0960N,22. 1Q5 5964- STJEAN, ANNETTE 078344-9 1048967 X05 5.b4- �I �'• �,. EAl9,_!!N.{iE.IIE___.,._�l�.�t!.rSL..1.4.7.��4__.,..,1Q3._...-__..__�...QI-__-.__---____..__..�.e_.._.._...�__.___,._._......� ._ _. __._... EANq ,ANNETTE g7634!M9 . 094AZ9 taro: 7.1#- - --_ _ _..._-__.._... --------- STJEAN ANNETTE 078344-9 1125866 105 5.64- }_ ._SL,IEANe!►NI�IELI �_ Q70.3 �JUZM409 Zlos i, SUTHERLAND. WILLIA 271304-3 1342608 Z05 1.88- TATE. KENNETH LEE 261732-2 1Q58054 E �- - -- -__.._. __ .___._--- .-.---_--. m__.___ .__._--_- .. . 47.40— __ } 38.89 TAT90 KENNETI! LEE 2,41732-7 1Q'iAOS6 E Z68.Op- TATE* KENNETH LEE 261732-2 1098492 E _ 70.43— TlLE�l �R"�ETHEO_24i7Ai.3_ L �. ._ 144 : �, ;.� it�L1. ;�2.�..� .���„9yQ1: 20s .27 � -•�� ... .. ., y.i-1 ... .. ..r <L•.�i. ...._. _ .., f .iS ,� 's W, ,. .4 .., ,.. .. tk,.. � :,. _ v h-.. �,: r�ih x 4 ..... .. 4M ...... -a S,. ,s H:.i»7•r:l..n.- .. k - _. tl, - _ ".e "Y+.'. .i E y.. �-•i'o:�"�a.}:�'�'? :�' u_ 1 CONTRA COSTA COUNTY MEDICAL SERVICES REPURT TO 2910-7 PAGE >.� ACCOUNTS RECEIVABLE WRITE—OFFS PROCESS OATS 09/23/77 OTHER PRIVATE PRIVATE MISSING DISALLOW MEDI—CAL SH—DOYLE GUARANTOR F U N INVOICE S/P AMOUNT PAY MEDICARE MEDI—CAL INSURANCE LABELS PROCEDURE LIABILITY LIABILIT LYDAYt WILLIAM 065954-0 1338716 Z05 1.88— MAR INEZ#_MITCHELL_ ..251586-4_1031013 E �i MARSHALL. JESSEE N 270972-1 1342561 205 28.20— MARTINEZ• JOSE 164411-1 0244781E 7.42 MQS$v .MAGEiIE__.G_ _.,1�►09�2-Q__1?,434 7..-_._ZQS. .__ . _.4e15_.. ___._.___.___._-.- _ ..-,._. PARK. HAROLD 8 239936-4 1341878 Z05 S.64— PAYNEs RUTH NTMI 206367-5 1341271 205 9.40— +rPhIPPSt_CARR EL1,._00_.143_,10,7-A►,_.1201TO__._AOV. _-._......14,.0?_- * POSTON# RUTH 133690-8 1312998 Z05 40.20 POIiEtLt LUCKY»MAYN /71688-5 1340627 Z05 7.52- 4 •! REEDo ROBERT 305669-5 1219410 gas 12055- SMITHe CHARLES FUR 211000-5 1063230 E 3.70— SPARKSI-„ JQI1N MNA 243332-4 0692099 'E 18.20- SPARKS# JOHN STENA 243332-4 0692900 E 105.05- 4!t 401. SPARKS$ JOHN STEMtA 243332-4 0707472E 485.12 , SPARKS1 JOHN STENA 243332--4 0707873E 151.03— . f SPARKS9 JOHN STEWA,-24333,3-♦ 0778384E 3.08- SPARKS9 JOHN STENA 243332-4 0902939 E 52.18— „. � { SPAi�SSR_ �lOktt� TE1[A �i_ — i SPARKS$ JQNN STEMIE MAO— P;° .� SPARKS• JOHN STENA 243332-4 0964075 E 28,20— SUMS A — ��” I_. ;: SYJE# � ANNETTE 7 �4-�, • .03704 9:''. � N . 4 l3�►_.4_�R 4 . 793 2.33:_ . , � ��.. � k �-}g y +k CONTRA COSTA COUNTY MEDICAL SERVICES REPORT TO 2910-7 PAGE 4 .� ACCOUNTS RECEIVABLE WRITE-OFFS PROCESS DATE 09/23/77 AS OF 09/22/77_.._ OTHER PRIVATE PRIVATE MISSING DISALLOW MEDT-CAL SH-OOYLE GUARANTOR F U N INVOICE S/P AMOUNT PAY MEDICARE ME01-CAL INSURANCE LABELS PROCEDURE LIABILITY LIABILITY HORNSSY, HILTON TH 117702-1 1339599 Z05 5.64- _r �+ Hoa�l�B r r±c4JQr!__t►+_��ZZQ.2-L_..i��9�oo____z9�____. ___�,k4- ._.___.___---_--_-___,. _____---_.___. - HORNSBY9 HILTON 7H 117702-1 1339601 Z05 7.52- ## IBEY9 BASILIC OBEL 302000-5 1344160 Z05 47.00- . � IpEx�_,@gS1Lt0 08E��QQQ:►,_..1.3.4.416L_-_._105___.___.19,A4-_..__-_.___.---_-____.. ____....-_.. .- �_ JERNI6AN9 MAXINE 145614-8 1353614 54.76- . . . JEROME9 JOSEPH RAN 160817-3 1216832 LOS 4.20- '.'. `,...__ J9N,Al+1'.►`.E�l�._�!EaM.A�__-y__'J4.13..'�_.3-9..._13_4401.7_...__.205 _ ,._ . .l0e,g0-_,__.,____.__.._.._.,.._____..,._._....._._. . �! JONES@ HENRY NMNvJ 259182-4 0561023 E 16.80- JONES• HENRY NMN9J 259182-4 0569012 E 16.80- •i JONfS,�� NA fti,.J 1 9192 .,G�.T.b3 4Z_E_._ _ .._.._. n_,_,v,_... JONESR .MENRY 0*94 259182-4 0576193 E 661.71 JONES• HENRY NMN9J 259182-4 0582806 E 1L.20- JONES@ HENRY NMN@J 259182-4 0602722E 2.93- •j JONES@ HENRY NMN,J 259182-4 0602723^E - 16.80- " � .. JQNESt 0ENIIY- WN*J-259162-4 0619367 E - T0,02- JONES9 HENRY NMN9J 259182-4 0838638E 28.20- '° _..- �;. JONES9 HENRY NNN@J 259182-4 1079222 E 33.00- JONES• HENRY NMN9J 259182-4 1085605 E 3.78- jJQM$_e Yht._4 59112=41 Q E �b,� JONES@ RICHARD EUG 268902•-3 1173949 Z05 76.90 JOPPA9 CHRISTINE M 236893-4 1192302 28.20 032446-7 0755133 E �i LoYE� RR114tIR 4,EI 2�17Qi8 1369771 2.48- , 4 .. .. ► a,.i, rt, .a�.a, .... . ,... �.+ xis,r i ,- _,r�, .a,_x;.i d# � tea., .,.:,.r`".,;.,- r-.__ .,.. . .,-- = _z - . CCKIRA COSTA COUNTY MEDICAL SERVICES REPORT TO 2910-7 PAGE 3 ACCOUNTS RECEIVABLE WRITE-OFFS PROCESS OATS 09/23/77 OTHER PRIVATE PRIVATE MISSING DISALLOW MEOI-GAL SH-OOYLE GUARANTOR F U N INVOICE S/P AMOUNT PAY MEDICARE MEOI-CAL INSURANCE LABELS PROCEDURE LIABILITY LIABILITY FOLLMER, LETA I 234078-4 0086254 E 81.00- . _ FOLLMERr LETA 1 234078-_4 .0178007 E . -_- ___ _ 5.4.00-_._ �! FOSTER• WILLIE BEL 070475-0 1338793 Z05 7.52- ;. FRANKLIN• KATHERYN 121756-1 0538918 E 5.60- FR ISBY_r__Paul_ 28706577.1301.0_ GONZALEZ# SAMUEL S 254076-9 1260064E 65.83- GREEN, CANNY L 056619-0 0865624 E is.3b- �F .__...._ ........ �'. HAILEYr JOANNE 288204-1 1047921 E 32.67— :. HARVEY• DEBBIE ANN 292165-8 1149950E 120.02- N�Rv�. OEB�t,�...AI�L'1�+X43.1�..�,._.�►1�.41��_.�.a.�..__...._-� ___.,_.__..2;�,.��._�..,. ____.__--_._�.. _ ___.. _ _ _ _ _ ___ _ _ ..r e! NEN0RlXv CHF.4,W L 182802-0 469009E 10.83- HENDRIX* CHESTER L 182352-5 0629394 E 12.19— '0070- 7v .._ . .. HEN,ORIXr CHESTER L 182'352—S 0769829E 21.10— _ _ _ _WA HENMANr MARISA LOU 284537-8 0473260 E 22*40- LQU NEItER.,IA,a JQSIFINA 1336111-7 1222924E 184.74— i HEREOIAr JOSIFINA 135618-7 1229651 E 55.52— :� n HEROQIA9 .NART"A HA ;69002-4 1140326 23.50 HIXONr ALPHONSO 149091-1 1003066 E 129.00— 1.49091-1��3463 E _ �6 � �--"— ________-_--.—____ __._.. HIXON• ALPHONSO 149091-1 1003064E 30095— i NIXONr ALPHONSO 149091-1 1327212 E 6.49- - O. . �rs..>.c;-t.�'• Y: d`tl " CONTRA COSTA COUNTY MEDICAL SERVICES REPORT TO 2910-7 PAGE 2 s.� ACCOUNTS RECEIVABLE 14RITE—OFFS PROCESS DATE 09/23/77 OTHER PRIVATE_____ __ PRIVATE MISSING DISALLOW MEDI—CAL SH-00YLE GUARANTOR F U N INVOICE S/P AMOUNT PAY MEDICARE MEDI—CAL INSURANCE LABELS PROCEDURE LIABILITY LIABILITY P i BOYLE# ROBERT CHAR 266817-6 0729337 E 31.00— BUiiNHAM#�_El+N__M ._____236g5-0.__1G84452 CALHOUN BOBBY RAY 180983-9 1056259 E 22.00— CALHOUN# BOBBY RAY ISC983-9 1C77608 E 5.12— 'I k .12— T._6 .__... .._._ . SI CASTILLO# JOSE 181010-0 1340787 X05 .O1— CHARLES# LEROY NMN 253401-4 1382333 E 53.48— ;° COLL.IN$#__MJ O_NMN_-ZI2X23-1_13424,0i,E ti COSTA# EDWARD L 173+149-0 1292734 X05 8.64— ,._ ..»..«.... .,.........-......._,...,....�..._......._.....k......._._«..mom...-..._ ......._..,.._._..,...._.___._..... .. _ - .. CCULSON# OUANE ROB 273370-7 0937486 E 10.24— .96— ! �COUL50Mr 04 AME 14Q0 473Vpt,_ :09p9 q E 17.96- , , COULSON# DUANE ROB 273370-7 0999370E 33.90— . ," ,,:.r«_.._C�I�S,Qtl�l�tl.E..�O.0..,733.,'.3!D-...�'.J..Q4�O:�,l_.1*..�,._�..__.__.._,..,.___.._._.___,._.�.._ _2•�_Q-..... _., _.. ....__ . ! COUSEY: THOMAS C 174351-7 1265111 X05 28.20- CRAN6+ -JAMES_S , 202567-4 1244852 "' �MAI�r _.+.t,!►lIES_..�....._,...._2.4250 -x-_1341F15.5._.__._XQS.._, .._.:.L3..43-_ _. ..__.___...___.__.___ ,_..,_.._________..._,_.,�,..,._, .__. _. _. . . ._ _ . _.. __. .,., _. . ._ . �_ _ ..- _ .,,;_. �'. C!lAiifORO R1tiLEY M 041353-4 1227984 X05 42.02— PP -. OEJOY+ MARILYN LIL 241914-1 0915379 E 46.20— OEJOXr MAR14YN L IL 441914-4-O'7Tt77i.E e49-; 'OEMITCMELL+ JOSEPH 041006-8 1020491^1X05 104.00— • p;1AX• l4EF0E5 038004.8 1066539 E 3081- ELLIS# CLAUDE LOUT 173024-1 134065.5 Z05 6.66— _OSTELLE. SQLOMON_. +1031 3 _777..._� I' STES =c _, T. 3-+ i� 104 to : t= 11 4, 48'OQ _. � �t a l , .�'_.. �; ,,,dwt, ...�... ...r, ^ `^^!fix �s4,~ �,:. ,.--.m+,. �Q f4,,.... ,v...':a�' ,. c. ,;,,�._� ::._:•....... .:_tr .�,...._i -...�_ ... ,.F ..�Y.. �...,,*-�.,.r..m .�..��"F_. +.��.;,._ _:.. 3A.. .,i.._r '�'Y. _ ...i,.:�tf M,...,a..,:�.__.tt�z,..�:.<c,�-�. x:6.-. r...;;v..:.+"3ma+,:xa.n ,N,. .., .�f.. _ t».S.>,... Fo.,.,...�..,.. r_�.<::s.,,,,_ ,.-_ .. .. e o r. i��.=. u c� ,"-..,. x „7.5.., �, z•`t�E ...._ ., ,_'T..M } CONTRA COSTA COUNTY MEDICAL SERVICES REPORT TO 2910-7 PAGE i ACCOUNTS RECEIVABLE WRITE—OFFS PROCESS DATE 09/23/77 OTHER PRIVATE PRIVATE MISSING DISALLOW M601—CAL SM—OUYLE GUARANTOR F U N INVOICE SIP AMOUNT PAY MEDICARE MEDT-CAL 114SURANCE LABELS PROCEDURE LIABILITY LIABILITY ACADEMIA♦ ROBERTO 242087-5 0246853 E 635.02- 0' _._--._i_4.3.._08-__._.___ ♦� ACAOEMIAr ROBERTO 242087-5 0252557 E 5.10- ACAOEMIAt ROBERTO 242087-5 0262045E 17.29- . e i 1 't. AGAOEN1At__aO0EItTQ,_-_'T4_2.4_E-7-9,_0 424y►6_.E__,..._ . . _- ... .... 'T_ .3 -- . __, __ _.. _ iE. ACAOEMIAf ROBERTO 242067-5 0262047 E 1.65- ACASIO• ERNEST A 041394-7 0510688E " MOB- �' ACAS.IOf .ERNEST A..__ 04134 -7 .051940.4_E. . .._ . ..__._..._ti. _ _ ..45_:09.— .. . . ..__._._, ACASIOf ERNEST A 041399-7 0510690 E 21.26— ! ACASIO# ERNEST A 041399-7 0516543 E 4.46— �� .s,,..AO.AS.10� _EE1�.��.�4..,.�.1i41#.3�.�_O.i.�,5�56_E. ..,.�_ ____ ...�.�.>4s►-_,._... * ACAs10f ERNEST A 0415114-7 0931640E 22.Bb- .ACASLOf�ERNEST A ^041394-7 0808102E 34.4T- '—' r` `fACASTO. ERNEST A 041399-7 0871730E 18.00— ACAS109 ERNEST A 041399-7 0939118 E 20.80— r AEOQ.«'. PAULA ,.N11k 30074*4 1343935 105 14:84— AEOOf PAULA NMN 300746-5 1343936 Z05 7.52— ,. ANORAQEf +JEAN-R, 04039179 49281xa E. ANOREN$# SHARON MA 074573-3 1132322 56.40 Alf, XI1M1t JEAN _7B 1334163E BENNETTf JOE LAWRE 075553-3 1338864 Z05 5.64— 601tStsrf T01111Y R Q7 X56+344 4 1"s.- = •r i ,..:. "rr`c cad.ca "^ �.,,., <}=s - f .„'.. "` ---.,.,—..�.....--•..—._:. .,,a.—. '.' � x.. X4rpt Ca. M k: S "^N 4 , .... . ,.-...v .': .:.. .,. w-Y. � ..,., a e �t ':Ya .. t. ♦.< .-.n. ,?SF-s." ... .... i. '`% t a ._...d L .:... ',..., ,- ,., b.4 .,9t .H, 0•..Yom,. ._. _.._V� ..:.AV wT.i. <t...... W "..£ w. t . , CONTRA COSTA CGUNTY MEDICAL SERVICES kEPURT TO Z910-7 PAGE 6 ACCOUNTS RECEIVABLE MRITE-OFFS PROCESS DATE 09/17/77 ! AS OF 09/15/77 `-• OTHER PRIVATE PRIVATE MISSING UISALLUN MLO1-GAL SH-UUYLE `- __' -GUARANI .`_. Ufi---_ _.F_ 1i _U-- _.-..INVU1��---_S/�AMUUIYTM___ pJ11L-__�IEDI_LADE__I7Fi11-SAI..._-1NSUXANCE.____..LAD.ELS.__P.RLIGEDUflL__1I.A_�_1_Ll_T_Y_J.IA 1J.11Y_._ •�` � ASSIGNED - A9 ._..__ASSIGNED_- AD t • • f • • • • 1 ]] L.]..,. _.- ..., a .. .. .., .:.... ...__.. � .. 4....d`. :n f � n ♦ _a ,M :i. ---;�,..j �'af°"�.t ,:. .e-.:'a•'L _ '1' ..' % - /+. Y� 1 �•:{-. .}S] •.. r.. s v. S?S-. .. a. ,. „- ^T.i .. f.. ..4'•'^+A s!. t �..5%i•.V,;�'* -_ ' _• ... .'�..�.,...• x� .. -,F .. `. ...- ...,. ._.,. .>.a: .. t �♦. v-y. C S 1. l� � ��� s;, z{ ;"=.• Lfi ,s�-..� �x - 3rY p�!.�u..d a} '#. ::—.r ...A^t_ 'e•. a ,.r - .... a� .. .' � ..Z s � • .a .....� _ �y �{�+ ,b :' iP:.'Wai�.E-c.,.}, gyp, ,a.T.._.C.. r...,nf�L.i- .♦. STe � }(� ...yV }'�:..n ;._ '� > ,.. _ L......... r..Z .r 3-. .. _ gY'7 ,sof 3::tY:.^."1..6.- i•4S^ Y_ 0.-ymo- :'1 .v .tz .- 4-04"4, ,, A- .sM�,'. as-s(„r. -xy�r+.,`y-3�' v� Yi: �Y' �a LLµ,rtes• o a«,�y,��; ss?�:: y �� .x `,���`p,� .vi �' �- .3�,x � 'Pu.] :a"_s, -� 1 , !� CONTRA COSTA COUNTY MEDICAL SERVICES REPORT TO 2910-7 RAGE 5 ! ACCOUNTS RECEIVABLE WRITE—OFFS PROCESS DATE 09117/77 ! AS OF 09/15/77 !* OTHER PRIVATE PP.IVATE MISSING DISALLOW MEDT—GAL Sty—DOYLE AHIlUt1_T___.-____P_AY_.._ML01CARE-__�l.El�1-S:A1___._1t45URAdf.L-.____.LABELS _._P.l30GEE?.3fYsE_-.L.IJ�I�III_T_Y__11A$IL1S�. SCOTTO* GEORGE JOS 09SOi3-9 1132563 J 163.17- SULLSt MABLE 025087-8 0980098 E 50.51— . _* ! _SGL1.S._._IiABLE____..____G?3.G$.7-8_.D9.8.74.45�_____�___.___-_____-_.__..129.,_49-___._._----.--...- --..__..__ . .--_..___.___.. __.____._ -_-----_...--- _______.__-____-.__- ______.___-_-•.___ �.._....... i a SONSTENCt CHAT AR 110203-7 1332788 205 10.00- SONSTENG9 OBE141 AR 110203-7 1332789 105 10.00— i SULLIVANs BETTY LO 128103. 9 4162869 E 14.0N- S4LLIVANr BETTY LO 128103-9 0762870 1:, 53.26- . i —AUX.HE111.,AMA.i-kILLIA_.2713 -4m3_.133S9O�e_ TALGOTT* GEORGE Al 105451-4 1270494 209 10.20- VAUGI k9 ROGER - 028341-3 1331474 205 _._ 9.40- i * NASH1Nfitllr G#1,YN 10623147-4 1:132010 201 - WH1TEr INOMAS JOSE 094660-8 1107662 Us 3507- fit- 1244400 "5.07 fiO-1244400 A05 11.06- k1OFALlv SCIPIO NM 294959-2 1336764 205 8.36- 1 ' WilA01;i c4YOE i .TOTALS 5w744.18- 5905 Z05 690.67- UNASSIGNEO PVT PAYA5Sl&NjQ Al, 3.321.03- �ss _432 _AA8IQ ASSIGNED - AS x7,53- * ASSIGNED - A6 OS A CNEa--. Al 4 TR i t zya y. Y „r� '. - :key !� CONTRA COSTA COUNTY MEDICAL SERVICES REPORT TO 2910-7 PAGE 4 ACCOUNTS RECEIVABLE WRITE—OFFS PROCESS DATE 09/17/71 AS OF 09/15/77 i� OTHER PRIVATE Pk1VATE MISSING DISALLOW ME01—CAL SH—DOYLE _1NVUICE___.__S/P__....AMOUNT________.__P1iY.__— _.MEJl.GARE___MEUL-_GAL.—_ 1MSU ANCr__.__—LAB.ELS..--P_RUCEDUKE__LIAB-ILLi.Y_ _LiAW.Ll_TY_ • ' LANE. THOMAS LEE 229302-5 1173108 E 39.72— ► LAhEt THOMAS LEE 229302-5 1173109 E 181.83— LE.E,_J *� LEE, HENRY C 236358-6 1335099 L05 7.52— LYOAY, WILLIAM 065954-0 1276830 105 16.04— • MAfkUht._.J0HN_MIL10--19.410 l -4. 12791.02__ 2U5_A__29-._Z4- • MARTIN, JOHN MILTO 194812-4 1334268 205 5.64— MENOICLA, HENRY NM 275433-1 0793892 105 12.13— i.�...._...._.�1116kRi_.6EORG.E_�AS...0-94210.-4..1332483__._._.._ZOi._____.___.5,6A- • MOONEYo SYLVIA A 167149-0 1286124 105 44.41— NAPOLITAAOt FRANK 224030-7 1293698 LOS 9.42— • NELSON@ MICHAEL AL 246063-6 1335330 ZOf 5.64— , �,..__-____ _ u _._...._._...._._..._.n .._........... ......._. _,.,__...._ ..._.._.W._.._e.___—..,..,.__._.-_._.____._._.__..�.... ...____..._-_....._..__... . .. _ __......,... _ " ,..._... .._.... . _. .-_..___ -_-___._�.._.. _..___...._.._. NETTp ERNA MARY 281161-0 1395319 12.99- W1LLE_ELL 1_24 '�2Z-Q 36'Z4Q E. _..._..._-.___ x8.1G.- ..__ .________....___ • PANTAGASe SPIRO$ 1 301696-7 1331056 G 42.00 PAYNE, RUTH NMN 206367-5 1334546 105 10.40- PEAROVY, KATHLEEN 213502-6 0160253 E 27.00- QUACK6N8USH, KAREN 301695-9 1344140 E 32.21— ' RrAUg THEMAY 044531-2 1276433 Z05 .02- R08LESt JOEL _ 235062-7 0949750 L05 15.36— 'JOE L 5.36—,JOEL SANGUIGNIP GEORGE 217544-4 1241204 I 25.65— • SCOTT09 GEORGE JOS 095013-9 1126137 J 2,871.42 _ SCDTTO. GEjlAlii.E--JL1S 49!013-9 11A.Z�{1Z._.+I_. 54.E-11— _ +# CC14TRA COSTARECEIVABLEWRITE—OFFS MEDICAL SERVICES REPORT TO 2910-7 PAGE I PRUCESS DATE 09/17/77 ! AS RF 09/15/77 s � OTHER PRIVATE PRIVATE HISSING DISALLOW MEUI—CAL SH 0U}'4_ ___�UA.RAMI.IIR F 1E_H_._.1NYUILE __ Sl_P__AHQUtIS___ _�JIY__,_. lIEUiI:APsE_._._.Mf:C11-GAL.__.1hSU}tANGfc-------LABELS___VKOCED-URE_LI"ILlTY_.L1A9IL Y...-.._ ESTELLEs SOLOMON H 203218-5 1321542 205 11.49- i EVERSr PETER CURNE 271081-2 1206170 24.U0 EVERS# PETER CURNE 211081-2 1319745 9.40 EVERS: PE1EH CURNE 271081-2 1375953 13.63 FERRISo MARION LER 212114-1 1274790 105 11.20 FtEMINGo�GOERGE . 101986-6 127040^.._.____._.�_._._...__,._......,....__ 08 2Qs 20.47- *1 * FRAZIER# GEOM NA 301746-5 1337449 X05 5.64— . FRAZIER* GEORGE MA 301798-5 1337450 105 16.45— fAISBx._.I'AUL. LARWY_._26?069-7..-1281471_...._.. ....... * GYNGARDo DOLLY NMN 132036-5 1056435 E 170.99 HARVEY9 OELPhIS 160630-6 1223769 205 16.77 w • NERRON9 FRANCIS AR 444343-6 1199141 405 5.64— HERRONs FRANCIS AR 248343-6 1205570 LQ5 +48.00 * HORNtQYo HILTON TH 417742-4 1217731 9014 hURNS8Yv HILTON Th 1117702-1 1332910 t0b 5.64— L _t11IiS�ftY�..lllLxCtrt_Ill_1�T�G4-1_133tStli _. z.05�T .4_- JOHANSEN* HEItIt 4 N 3141333-9 1337323 IQ$ 10000- . JOHNSON1 WILLIE NM 276545-9 12881:56 LQ5 LQo4Q- 26A"O-6 133AIAL .. ! RAPPEL VI►LQRIE LYN 03447-3 1191102 28.20 KELLY# GERALOINE M 174589-7 1334020 245 Se64— y 4N I �E• 'h ,. r`` moi';,,.�s�,3: � f1., CONTRA COSTA COUNTY MEDICAL SERVICES REPORT TO 2910-7 PAGE 2 PROCESS DATE 09/17/77 ACCOUNTS RECEIVABLE WRITE–OFFS �- AS OF 09/15/77 • OTHER PRIVATE PRIVATE MISSING DISALLOW NEUI-GAL SH-UOYLE _-PAY -__.___MEUI.CA.AE___ MED1-CAL _-INSURANCE__._IAfSELS__ARDCEDUES.E__LIA©.IiI_t_Y_.1LIABI Ll_Taf,_ •F BURROUGHS# BERTHA 297335-2 1407824 E 16.80— BUTLER• JAMES SIGN 249157-9 1280339 105 3.76— �-• __ Cl�laLl4,.. AH.TIt:_ .. _____.__156443-9__1333b24__.�05.__.____15._43--- _- -____.__..__ _.__.._. ____._-- __. . __ -_---___--__-_ __.___._ ____ _.---_- _--- ___ _____ ----._ • CHAPPELp NOAh 269357-6 1335844 105 61.49– CHATMANt JESSIE 053656-1 1221500 105 12.64 StfRLS.T.Y_i JUNE._.lfAki___2�ib494-8.._0.76y85�L_L _. ...._._ ._ .13,4.8-.__ ._._ _ _ _ __- ___ • CHRISTY9 JUNE MARI 245490-6 0771340 L 2.67— CMRISTY• JUNE MARI 245490-8 0778474 L 2.69– , � • CORALL09 SALVATORE 278144-6 1246599 205 .34 CALTON� ChARLES VE 261627-0 1274375 205 18.40 •____.._.1+�SRIN,r.._.OE?I_Y"_.AI'1h__._.19.1,5A3,-.8 _133.3�'�.�._._1,Si.9..___.__-___'�,y4-_._..___ ___,_._.___ __ . _ _---..._._.._,_____._..__. ____._ ___.,.____..______ _,___.__ __..._.__ _..,.._._ .___._. _ __..... _. _...._._-...� • DEAN# JAMES E 127515-5 1306062 OOEl JANE NO 4 305347-7 1408645 E 47.00 • • CREN"ANg NARGUERIT 266624-2 1232971 105 1.92- OUENASO JOSE L 239928-5 1057506 E 37.60– • Ii9ti�pAh G�_�.11.1►G6S-Z__.12b�.�,1�..._,_ZQ�______._.__7.�2-.T__.M..______..___.__ _. ._._. ..-._.__ ___...__.___._._- -_----.____.__�_d__.n.,.�__..__..^___-_-______-___ . ._.-_._ _.__.___-____.__.,._r,� • ' OUNHAMo ROSE LUCI1. 294426-2 1169260 ,705 31.20 EAOEv LORNA E 175245-0 1333943 205 9.40--�-`--�— • ESIIaLF. x4u6.L _205.____.._.�.?b-_----_..�.___.__ .______-._-----------_ _—_.___.__.�__.______.__----__.____._—______ —_.___ _ ..._------___ • ESTELLEt SOLOMON N 203118-$ 1+258726 205 2,05— ESTELLE• SOLOMON H 203118-5 1256727 105! 16.83— • 11 _ • ESTE�LE� SOLOMON H 203116-5 1246446 405 13.34- ESTELLEr SOLOMON H 203118-5 1300266 105 5.64- 3118-1 I� 9 ZQA 4.33- -- - - -- ---- t CONTRA COSTA COUNTY-MEDICAL SERVICES REPORT TO 2910-7 PAGE ; ! ACCOUNTS RECEIVABLE WRITE-OFFS PROCESS UAtE 09/17/77 AS OF 09/15/71 ? OTHER PRIVATE PRIVA1E MISSING UISALLOW MEGI-CAL SH-DOYLE ...,_.___.-_.._.__._GUAAA11T13.A—.—__�__U�1.__1KV.OILE_—"._SLP__ALlQiib_L�_--PAY_..__.__.�F01C.ARS_._J9EDL-GAL__1NSURANGE..____1AB_ELS___PHD-G.E17l1R.E_LIA@l_LLTYJ.I.A8111-.I�� AED09 PAULA NMN 300746-5 1337242 Z05 4.05- -� ALLEN# EVELYN P 266952-1 1092082 Z05 5.64- __ VELYIi_P.____266532-1__120.bOs3 t ANNESSEA$ JOSEPH M 296526-3 1214140 Z05 34.08- AkNOLOt PAT A 193718-4 C745740 Z05 22.92- ______aAr��OL�,,-.�ue�� BACOLEr MARILVN 215256-6 1401305E 83.16- 6ARROWr CHARLIE L 053531-0 1331852 105 5.55— i • BARTQNr MONEY W 224554-2 I071190 J 30.76- BARTIIN, R00NEY K 228594-2 1238296 J 17.15- . � BARTOhr ROGN41t M 2205$4-2 121$9313 J SO.GtI BARTON# RODNEY W 226554-2 1266069 J 23.00• ____.._m__� _k 22 22 ,11.�i-,t_12225R!r!�,i. BARTON RODNEY W 226954-2 1272990 J 213.yb 86AROSLEV, MERLIN 074506-7 1332209 205 6.15— 1 iT• JCI a , • , .;: NRuM�� MtiClAEL MRN 2�3►181��J 137640 1.26— BURKEr JEAN ELOISE 04SISO-6 1094691 J 93.97- Ea_ J RAN £L011"694AG-6_10.9.4A92.,1 MtKEr JEAN ELOISE 049450-4 1401282 .i EURKE, JEAN EL0156 069650-6 1132191 J _ � 123.29— °t EURKEr JEAN ELOISE 049660=6 1138509 J 3.00 • IURKE, JEAN tLOISE 049850-4 1326299 J 74,45— I Q I r —6 4.45—LQLLEtiO6s�3, � y CONTRA COSTA COUNTY MEDICAL SERVICES REPORT TO 2910-7 PAGE 4 ACCOUNTS kECEIVABLE WRITE-OFFS PROCESS DATE 09/10/77 AS OF 09/09/77 PRIVATE.- PRIVATE MISSING DISALLOW MEDI-CAL SN-DOYLE GUARANTOR F U N 1NVUICE S/P AMOUNT PAY MEDICARE MEDT-CAL INSURANCE LABELS PROCEDURE LIABILITY LIABILITY __ .Y0kON6• ENAKCISCO- U61248-11391306_ __. --- --_..._._ _ 7.52- • 1UTALS 518.67- 158.93 32.52- 469.91 _ UNASSIGNED_-P_VT_PAY____ ASSIGNED - Al � - ASSIGNED - A2 ASSIGNED - A4 _.._ ASSILNEU - A5 _-A5S1t,NEfl .-_-Ab- ASSIGNED A4_ASSIGNED - A7 ASSIGNED - AS ASSIGNED - A9.. . `._ ASSIGNED - AO ygy.yy- u t 77- lot"lot A At E , za„ ' - , . _ . ..„w.. r.., .. _ - _, ..-.. _.. a,- 2_ ,.. —_ 1'.;Z .fe- .. _. ._.• .- . v'�{L -�," ♦ .{.;_rte** n LGNTRA COSTA COUNTY MEVILAL SEkVICES REPORT 70 2910-7 PAGE 3 ACCOUNTS RECEIVABLE WRITE—OFFS PROCESS DATE 09/10/77 10 AS OF 09/09/17 PRIVATE MI55ING 0t$ALLOW MEDT—CAL SH—DOYL GUARANTOR F U N 1NVUICE S/P AMOUNT PAY MEDICARE MED1-•CAL INSURANCE LABELS PROCEDURE LIABILITY LIASILI • MOOR e- ELMO, H.ERBEk.148478-.1.1127200_ _405- __7.52 • UKTIZ• MAXIMO 1367.53-1 1327.346 Z05 5.64- - PACHAUD# MELVIN FR 299343-4 1282574 LOS 16.00 1 PACHECO,._JUAN. VAkG .084617-.6__13.91666_ _ 5.64— PAGNINI• PAUL NAZA 298822-6 1268505 105 37.60 PAGNING PAUL NAZA 298822-8 1275539 105 10.40 • PARKEks HENRY_GLEN.261983-.1.13294LL__ .. L05_ __ ..24.50. _...,_ . i PIRILAt ELSIE DIAN 109641-1 1277616 Z05 40.80— _ _ KAT KOVECo- TONY JOH 166151-4 1160038 L05 5.64— •j SANCHEls EKNEST JO 145105-0 1278281 105 .16 SHORE s s NAWOR IE 266191-2 1039411 105 107.60— w0i41}12-.9�13�?�513,r__.._Z05 ... •j SIMON9 LIZZIE NMN 284929-7 1013474 105 15.63 TISCAREN09 SALVA00 '031L95-5 1276300 LOS 8.52- ._�;�.,.Tj188�_-.:JAMES.-P11N._._._.0?2562-2_1326141::.:._105__._..__.___L5i2_-_.._...:___..._�,M.:...._._._.._..___.....__._Vd_ TUCKEke VERA L 214392-3 0063444 E 37.00— u TUCKER# VERA L' 214392-3 0066706 E 48.00 • TUCKER• VERA L 214392-3 0361848 E 12.72— ` T Litltr YkRA L 214392-3 0361849E 12.72^ • TUCKER$ VERA L 214392-3 0367122 E 24.41— x <.VAUGHN• H[1 tARD ��-144 73-T 1327552 xo5 ^� M20 - • WOOD, ROSS ALEXAND 272114-0 1199711 Z05 147.40— •' WOODS• CLYDE 1134Q4-:9 1346942 LOS 15.06— t •sT 7� REPORT TO 2910-7 PAGE 2 CONTRA COSTA COUNTY MEDICAL SERVICES ". ACCOUNTS RECEIVABLE WRITE—UFFS AS GF 09/09/77 PROCESS GATE 09/10/77 PRIVATE MISSING DISALLOW MEDT-GAL SH—OOYLE GUARANTUR F U N 1NVOILL SIP AMOUNT PAY MEDICARE MEDI—CAL INSURANCE LABELS PROCEDURE LIABILITY LIABILITY s. DEAN•_WILLIE—JAME51114.94-1 :12.10596_____L05_ UUKBIN, SHIRLEY VA 292686-9 1156653 28.20 EOMAKDS• AKCHIE 1094077 1326882 105 9.40— EVERETI•_.THOMAS. JO 151408-2. 1285470_ L05 _38.5.9— FOLTZ• ROWENA EMMA 057302-2 1157801 105 3.22 FOU5T• JASPER LEE 205095-3 1272471 -- 5.64 GARRi.SON•_.JOYCE_AtN_2831'.66-4:_0993321._E_____ ___.._.._ ...__.. ._ -.. .- _ ._ ..___. .__...__.._.____.. . 5.64 6LUSEN• NORMAN C 09354(j-0 1291297 L05 4.70 14 HEIDE# MICHAEL LEE 067665-6 1276853 105 7.98- ,3. x. HOKNSBY• HILTON Th 117702-1 1326983 105 1.52— Jy JORDAN• HENAT ,CLAY ,028993-4 1390146 9.36- �� j:,.,_,,.:K"Es_.MlUEAKN_.__.U6030�b �j LAWS• RICHARD ANTH 284183-8 1156061 L 28.20- LAWS# RICHARD ANTH 284383-6 1193691 E 37.60- '� �=�.lAwb•.-RICHARD..ANTr�_2e4�3:-.8_12dOti92_.E-- =.- ___._,_-117..511- ._T.___,.._..._ .._ _ _ __ _ _ _. __ . _ __.____ . _.._. ._ LAMS, KICHAkD ANTH 284183-8 1200093 E 28.20- +! LAMS• kICHARD ANTH 2841Y3-6 t2000ii4 E 33.32- '.' LAId0lia=-OLLitEt1 Xhti Z23A"_A.-1212110S 01- 1 LUEVANO• GUAOALUPE 247A89-8 1161276 105 5.64 +(' LUTTRELL. JESSE H 1#5832-0 A32iQ42 105 99140- "ary-f-CHARI Eei A iiij HCMURRY, WILL NMN 264842-6 0964615 Z05 16.07 MGNUTT� CHAR4ES PE 272026..-6 1239481 105 -_9.60- " (--=MITCHELL.a--QOAt_.CL.1f,2SiQYYZ.2�3i121� Za5 '[.98- - �� MOORS, ELMO HERBER 148478-1 0901018 10$ 6.66- ! KaOAE' ELNoAitg.77l�tt#47 -1.,'093. - ass 4I+ + # l} s vx 3y s }A x kZY = x _ ? CONTRA COSTA COUNTY MEOILAL SERVICES REPORT TO 2910-7 PAGE 1 ACCOUNIS RECEIVABLE WRITE-OFFS PROCESS DATE 09/10/17 .� AS OF 09/09/77 __-_------___ _-_ __-_ _----- ----_________..__.___UTHER-_ .__- __.PRIVAJ.E__ _ PRIVATE MISSING DISALLOW MEDI-CAL SH-DOYLE . GUANANTOk F U N INVOILL S/P AMOUNT PAY MEDICARE MEDI-CAL INSURANCE LABELS PkOCEDURE LIABILITY LIABILITY ALEXANDER#-LEATHA-_" 273991-0._.1105219_ _ ___ _ 3.20 it ANTONINI# ANTHONY 283768-0 1295244 L05 20.46 . � �y ARCHULETAt LINDA S. 104487-4 1339352 C 85.00- SACCIGLIEkIt_JGHN___ 283164-2 1232822. 105 48.00 BACCiGLIERtt JOHN 283164-2 1260878 LU5 1.88- _ bALLAkDt SERNARO L 094266-4--1209237,- 205 19.25- ': i_ SAIGEN• 'MELYIN�CHA:.D85a11-5.._13n9288_ _.ZOS_.._.... .__1..78-_. _ ._. _._.__ _.. .____ -_.---._ _ _ _ _ ,. bf:mHAMt JULL EOWAR 120899-U 127.0766 105 6.66- BUWLEN# RICHARD-L-7600554-8 1074565 _ .. 32.40 f C1YD�_:JOShPh-N _—.- 14LQBOr._1. 1326110 .-tab . ._ __.. y.33.__...... a: bRLrGS# ANNIE MAE 146672-1 1257588 105 7.52- .......... BROWN#�COY &LOON .204*90-4 1828351 L05 S.64- bUMP# BONNIE C 159473-8 0888006 E 4.00- u bUTRA# ETHEL MARGO 798087-8 1310095 105 9.24- "- __.___ _---- 5.64 _ UAREY# LONNIE NMN 095555-9 1249642 105 43.37- t rN CASTLE# LYLE L 083987-8 0974710 L05 6.00 n ILLA1804NEa-_.RUSE.tk- lOD9Blft_3t..11.3247L..._ . .___: __.: , _.�.__s �_. _..___.._ ..28.20_-_ t CLARK# CHARLES M 182806-0 1069941 42.93 GOLSERT# ALVA 031303-1 10940L8 105 43.93 - ►___-.C�Ie�a,__MosEr_�a�a�e-2..:.12�ea�3_.___ta�____�a.bb-_ ..�� ____.. ._�_---_.. ___ _____---__---- _ _ _._ _ ._.__ __ ___ __ COOPER# NOSE NNN 048138-2 1216487 105 7.52- GOOPER# -2 1290*39 Z05 7.52- =•-C.Oi1PtR# 1105F`liwll naalse,2 1304"9 ,ZOS 1I'm 64- COUPER# HOSE NMN 048138-2 1325944 105 7.52- DAMS, COODS NNN 295473 3 1330460 Z05 ► * . 3 + CONTRA 'COSTA COUNTY MEDICAL SERVICES kEPURT TO 2910-1 PAGE 22 s � ACCOUNTS RECEIVABLE WRITE—OFFS PROCESS UATL 09/10/77 AS OF 09/01./77 OTHER PRIVATE PRIVATE M4ISSIN6 DISALLOW MEDI—CAL SH—DOYLE GUARANTOR F W N INVOICE S/P AMOUNT PAY MEDICARE MEDI—CAL INSURANCE LABELS PROCEDURE LIABILITY LIABILITY ASSIGNED — A0 _ i' i .__ _- _ i� a r t { ,s ( - - - . -. _ ., s*„`-4 #. _., 1 -s. - 1 I .4`iv.>�s s 'i,,a�s,'��£+,e�•:n..x.µ Y,�, � 1 CGNTRA COSTA COUNTY MEDICAL SERVICES REPORT TO 2910-7 PAGE 21 < ACCOUNTS RECEIVABLE WRITE-OFFS PROCESS DATE 09/10/77 AS OF 09/01/77 OTHER PRIVATE PRIVATE MISSING DISALLOW MEOI-CAL SH-JOYLE GUARANTOR F U N INVOICE S/P AMOUNT PAY MLUICARE MEDI-CAL INSURANCE LABELS PROCEDURE LIABILITY LIABILITY MAYRERt A to NMN 254058-1 1388612 7.52- 0 WEBB# ELIZABETH LI 299746-8 1324802 Z05 18.32- WEBBY ELIZACETH LI 299746-8 1324803 205 3.76- hERTv NELLIE CLARA 282023-1 1136477 E 81.50- 0j WHEELER♦ PIFRRY 162348-7 1313556 Z05 7.52- WHITTINGNAII9 6EOKG 049360-1 1311454 Z05 7.52- 1+1LLIAMS� AMNIEY 142033-0 0803420 E 2.05- � WILLIAMSt ANNIE 142033-0 1313160 Z05 17.10- • WILLIAMS• ANNIE 142033-0 1320212 Z05 34.62- - MILLIAMS• KENNETH 139790-0 1197125 ZO5 5964- WINTER kILLIAM .64WINTERTMILLIAM 129914-8 1236260 Z05 2.19- UINTE'A, WILLIAM 129914-8 1236261 205 2.19- M0003� NBAL _..._._._027738-4 1164689 10 y32= u W000S, NEAL 027738-4 1175833 205....__._- _-_7.52- ._ .._.. _ , ._.._._._._._. .._.. -- W11I6HTo RALPH NMN 081329-5 1183854 Z05 5.64- .__..- MUMLEY� TOM - _ _ -060439-7 1195825 205 5.64- ., ( WUMLEY TOM_ 060439-7 -1235017205_...•__-.... 9.24- ZAGAR♦ JOHN JAMES 121775-1 1171129 105 9.40- „ 66- 364900- 105 11272.34- UNASSIGNED PVT PAY 13005.45- Au tiwu 3005.45- ASStiwu _ ,A2 fl ASSIiNEO A3 ASSIGNED - A4 ASSIGNED - A5 28.20- ASSIGNED - A6 ASS 1 lift 0 - Al ----- �i�,; AS3#,SitrEO -: Aa yam`., ASS6NE0 ' 49 A+Mi a q w�c tori CoftTRA COSTA CCUNlY MEDICAL SERVICES REPORT TU 2910-7 PAGE 20 + ACCOUNTS RECEIVABLE WRITE—OFFS PROCESS DATE 09/10/77 AS OF C9/01/77 OTHER PRIVATE PRIVATE MISSING OI SALLOW MEOI—CAL 5H—UOYLE GUARANTOR F U N INVOICE S/P AMOUNT PAY MEDICARE MEUI-CAL INSURANCE LABEL$ PROCEDURE LIABILITY LIABILITY TANNER_ JACE 033$78-0 0980252 E 3.11 TANNEAt JACE 033878-0 1053417E _ _ _.__-4_32- TANNER,_ JACE 033878-0 1060137 E 4.66- TAhNEk1 LINDLEY BU 176363-0 1387333 5.64-- TARPENNiNGi JOHN 181732-9 1313894 105 42.00— THORNEt LLOYD EMER 264300-5 1266909 Z05 189.97— E ... .. .. .... ...... ... Tt5CAPENUf SALVAGO 07795-5 1175994 Z05 5.64— r ; . T ISCARENCo-SALVAGO 037195--5 13118053 205 5.64- TRANt LIENG BA 283332-5 1052296 E 3•32— ,, _ ' tUticERr JAMES M 232118-9 1196806 105 2.34- l,. TUTTLERICHARD„FR 066471-4 1359073 _ _ 0=14"'.. * VALLE# JOHN HER8ER 066672-5 1170291 Z05 VANCE• JbHN WILLIA-262955-8 1161621 AD5 ��. f► VANCEfr, VANCE,• JOHN WILLIA 262955-8 1173844 IDS 20.:14- i VAPiCEt JOHN W LLIA4262955-6 11068+69 f VANCE_? JOHN NILLIA 262955-8 1192918 Z05 _ _3.42— VARGAS# ROBERT LOA 207546-3 0460204 31.78 l'----Vk6dHk_t ALBERT 223717-8 1198496 Z09 5.64— ,� VU1 NGA VAN 240664-6 OS65537_ VU, NGA VAN 280884_8 09930xO E 10.00- WALGRAEVE/ MORk15 15508,2-1 1250786 105 5.64— . � ! WALKER, MATTHEW N 182239-4 1237343 105 WALLEN RAYMOND 25 +699-0 1175113 105 $.64- MALLER�.,RAttMQNO .T5b699-0 1192771 205 9.64- 1 WALUSc ELIZABETHx9432-9.. 1207585 ..__ 10 __. 9:24-._-----_,___-----.._-__ N4LTON� QAV10 A 170109-3 1230308 +105 7?.73- CONTRA COSTA COUNTY MEDICAL SERVICES REPORT TO 2910-7 PAGE 19 ACCCUNTS RECEIVABLE WRITE-OFFS PROCESS DATE 09/10/77 AS OF 09/01/77 OTHER PRIVATE PRIVATE MISSING DISALLOM MEOI-CAL SH-OOYLE GUARANTOR F U N INVOICE S/P AMOUNT PAY MEDICARE MEDT-CAL INSURANCE LABELS PROCEDURE LIABILITY LIABILITY SLAVER. MELVIN HAY 259682-3 0923000 E 107.69- P ; SLAVER. MELVIN.-RAV- 259682-3 6978227 .E _..._ .. _ 5.40- --.... _.... SLAVER. MELVIN RAY 259682-3 0985360 E 12.16°- SLAVER' MELVIN RAY 259682-3 1024983 E 3.60- 5LAVEtl MELVIN RAY 259682 . 1079231 E 14.12-_ . _ SLAVERr MELVIN RAY 259682-3 1116679 E 3.60— SMtTM. EDOIE_LEE.__._i64227-3 05622W 20S 6022 SORSOLIr JUhN TMOM 274304-5 1212672 AOS 99.04 _ SPATES# DEWEY EDIS 300489-2 1303819 A 205 14.10- . -STEkART r JOMN..J, _."' 136764-3 1320552 ' ...'16 6.15— SUMPT�BESSIE_HE 127431..5 1319870...... _205 _. 5,.64__._. - _ . ...r__m ....... SYNONOS# MARY ELIL 237424-7 1167087 ZOO 6.00— ...'»:TANNER# TANNER# DACE 033678-0 C773751 E 57.00- �' TANNEAt JACE 033476-0 0773152 E 44.28— TANNER# DACE � 033678-0 0773153 E 37.60— TANNER#. JACE_ 0.33674-.0 _C040292.E _ . _. _.._7o92 TANNER. JACE 033874-•0 0846024 E 9.20— ,P TANNERs�JACE 033874-0 0859461E 3.52— TANNER9 JACE.._ 033678-0. 0871567 E _.. _ 5.20- TANNERS JACE 033476-0 0678489 E 6,59— TANNER. JACE 033478-0 0898917E 13.24— + TANNER# JACE 033878-0 0917682E 5.67— �" TANNER# JACE 033676-0 09390051 19.72- TANNER* JACE_ 033474-0 0139006 E 14,30— + •� _ TANNER. JACE 033674-0 0945423 E 3.31- ACE TANNERtJQA6674-0 (194'3425 E t, } A, �.. 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PORTERr SUSAN MAR 1239747-9. 1OLLS65 �� PCWELLr LUCKY WAVN 171688-5 1313726 Z05 POWELL♦ LUCKY WAYN 171688-5 1320864 US 7.52- 1...._._._._POwBLL� mLUCK1i iaAYN 171688-5 1387279 PRUGHOMEr FRECOIE _137210-1- 0975669 ZOS 10.10 RIVERAr IGNACIO CA 303725-6 1390067 9.59- 'R08LESr JOE l 235662-7 1279961 X05 25.60 • (iCM(lE Gv TAMARA CA 681379-0 .1352406E _ -_ 10.88- _ ... ROMBERG* TAMARA OA 081379-0 1352407 E 10.88- - _ R05AOOr NARLELINO 140171-5 1190900 Z05i 5.64– RCSEFIELCr. JANICE_ . 137085-7 1257395 Z05 _ 126.96 • SCHICKr 61ILLIAN LY 048425-3 1383332 S.b4– SHCRTERr SAMUEL L 166581-9 1313631 Z05 5.64– S ILVERIA! JOSEPM ,P 014012-9 1310902__. US_-_ 12.64- • SILVERIAr JOSEPH P 014012-9 1317672 Z05 11.12– SLAVERr MELVIN RAY 259682-3 0789903E 21.86– . � SLAVER* MELVIN RAY 259682-3 0786021 E _ ___._._. . 63.39- ', SLAVER9. MELVIN RAY 259652-3 0792885 E 10.26- _ _ SLAVERr MELVIN RAY 259682-3 0806137 E — 5*64– SLAVERI MELVIN RAY 259662-3 0832212 E 44.35– AVEIts.: MELVIN RAY:380663--3 0857481E brZl– , ' +r'' A1K1N N,ututU h m Hrc}clp F{,ssr r s - c .t t '�..., 5 x>j€r4.. .aL..i.�x-� .b�`;{q.�,-}_',. .`l--r'`. 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PAGE. CEANN MAY 279091 OS65376 E 28.70— . � �: ...:. _...... _ ..._..._.._._...�..�.�.__..._..._... ..._..... - _ .. _.__.._.._._..,..._...a...._._.-__._,.T.:_, .�..___-_._.�..,.._,__..�...._.......�:�..�..:_-LL.._._.. ... . PAGEt DEANN MAY 279091-3 0978412 E 28.20— " •� ,� _ PAGE• 96ANN MAY,_. -_ 279091-�3_0979048-_E ._... _.. 4.02 PAGEt OEANN MAY 279091-3 0992654'E 28.20- PAGE1 GEANN MAY 279091-3 0992855 E 11.28— . � : PAGEv DEANN ,MAY__._._ 279091-3 0999644E4.32— PAGE• CEANN MAX 279091-3 0999645E 92.72- PAGE• CEANN MAY 279091-3 0999646 E 47.40— PAGE• DEANN MAY 279091-3 0999647 E 36.74 PAGE, DEANN MAY 279091-!-3 0999648. E 37.60- .t s PAGE* DEANN'MAY 279091-3 0999649_ 10.50— �. PAGE. DEANN MAY 279091-3 1006061 E 41..22^ PAGE• 4EANN hAY .t79091 3 ,1034926 E 23.50- PAGE• DEAN MAY 279091-3 104664? E 55.b8— P4GFy�A ANN MAY 27909'-3 1GT94i8 E 33911- 7. _ ..t j�5�., .i�" ua�tt.a wfi _ $.e �..x„ -.,� <; s `.._�c.�,st�ftl CONTRA COSTA COUNTY MEDICAL SERVICES REPORT TO 2910-7 PAGE 16 S ACCOUNTS RECEIVABLE itRITE—OFFS PROCESS GATE 05/10/77 AS OF 09/01/77 _ OTHER PRIVATE_ PRIVATE MISSING DISALLON MEUI—GAL SH—OOYLE GUARANTOR F U N INVOICE S/P AMOUNT PAY MEUICARE MEOI—CAL INSURANCE LABELS PROCEDURE LIABILITY LIABILITY NELSONS MARY LOUIS 199715-4 0881811E 2090- 0 NELSON# MARY LOUIS 199715-4 CBS5462 E 4.32- NELSON• MARY LOUIS 199715-4 0914543 E 3.82— .:_ _ NELSONS MARY LOUIS 195715-4 0914544 L 2.90— NELSON9 MARY LOUIS 199715-4 C928613 E 2.90- NELSONS MARY LOUIS 199115-4 0928614 E 35.06— NELSON9 MARY LOUIS 199715-4 0935451 E 35.94— — NELSON MARY LOU IS_199715-4„ C935452 E 28x.20- AELSON• MARY LOUIS 199715-4 0948912 E 13.70— { NELSON'# MARY 'LOUIS 199715-4 0956349E 28.20— • NELSON9_MARY LOUIS 199715-4 C963131. E _ _. . .20.40-_. 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ZELMA T _055117-6 0163196E •_________._____ �f tWij 4910A TQ5S11}7-'4 O1f�6743 E 1.1Miv Yi n anq IePM iagttN Iwai__..._... ,y, 1* CONTRA COSTA COUNTY MEDICAL SERVICES REPORT TO 2910-7 PAGE 15 5 ACCOU147S RECEIVABLE WRITE-OFFS PROCESS DATE 09/10/77 y AS OF 09/01/77 OTHER PRIVATS PRIVATE MISSING -01 BALLON MEDT-GAL SH-OOYLE GUARANTOR F U N INVOICE S/P AMUUNT PAY MEDICARE MEOI-CAL INSURANCE LABELS PROCEDURE LIABILITY LIABILITY i F__._. _NELSON' - MARY LOUIS 195715-4 0621731 L 3.53= : ! NELSON) MARY LOUIS „199715-4 0621732E _.,16.80-- i NELSON• MARY LOUIS 199715-4 0636876 E 5.76- „ j 'NELSON• NARY LOUIS 195715-4 Cd36877 E 7.96- i` { NELSON# MARY LOUIS 199715-4 0655990E „ NELSON# NARY LOUIS 199715-4 C671394 E 16.80- i; NELSON# MARY LOUIS 199715-4 0679864E 2..79 NELSON# MARY LOUIS 199715-4 0686121 E _ _._.... ...__. ..._....__. ,3. 53- jo� NELSON• MARY LOUIS 195715-4 C686122 E 2.68- 11 } .._._.. ;_.......,. .. _. _ .. .- .. . _..... ._ .. .., NELSON# MARY LOUIS 189715-4 0686123E _ _ __.. . .. .. i1 +� NELSON# MAR 1r -�oul5 19571,3-4 0697933 .__ _ _ _. __.._._.._ _ _ _....._ 28.20- _ ._,,_ _ i NELSONS MARY LOUIS 199715-4 C705864 E 3.22- u s�..__�..AEL50N�.._�►Rll LUUSR199y15=4.4.G�2Q78.f E._ _ .._-,. , . . _. _. ._.._ _.. .._._,_. _.,.. .. --_.__.._.._ _._ ... __.__. _ . _ ,_ .,._._,.. _...... . _.._.:._ _. ...._,...._.-3.22-. ....._ . _.,__._.._..._..: i 1� NELSON# MARY LOUIS_199715-4 0720788E _ , _ _ ____.. ..__.3003.'. _ NELSON# MIRY LOUIS i9S115-4 C740004 E 3b,16- 3b.bb- i ? NELSQNE_MARY__LOUIS ISS715-4 0758329E 304 NELSON• NARY LOUIS 194715-4 0770193 E 15.49 i' u NELSON# MARY LOUIS 199715-4 0804601E __.4e82_-_ NELSON# MARY LOUIS 199715-4 0611293 E 4.34- r, NELSON# MARY 10015 199715-4 0811294E 31.26- i NELSON# NARY LOUIS 199715-4 C811295 E 31.10- NELSON# MARY LOUIS 199715-4 0131181 E 7.iZ— NELSON# NARY LOUIS 199715-4 0862350E 28.20- ,__tiELSON� MARY LOUIS 199715-4 0668286_ E _ _ 39.08- w, �7"77,n, (��}) NELSON, MARY LOUIS 199715-4 0874913E 4b.S4- -r}:.,:k :. .ye:- --_. _.. ::. -.,;, •. ..:.-_ .4. .... -:.. M -.,..-' .: X S i .}a SSk_.� -� i#` 5 h.. 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'J.42 ISABEL 12.1627-4 1229353 ._._205 _ 177.55 �i MVLES* CHARLEY L 17451"3-7 1271880 IOS 42.67— „ �;_..._.�..__...w_..r 199?ls NELSdNrrsMARY LOUIS =�t _09 0139E 343.09 �r ,► NELSON9 MARY LOUIS 19971'.11-1 0251378 E 11.86- _.._._. _ • _. ...._ . _...._.µ_._ MELSONr MARY LOUIS 1997154 0259767 E 35.06— , .OZS9768.E_ _6,.. ._.7_5 -------- �'��'VNEL50N•rMARY LOUIS 196715—� _6 — NELSONL_MARY LOUIS .199715-4.._0259169yEy._.,. ..__ . ... .._._ _. 206.95— V _ 06.95 V _ �ON# MARY LOUIS 19`71 -4 03044x7 EOH► MARY LOUIS 199715-4 0320102 E m P 2.71— NELSON• NARY LOUIS 199715-4 0353698 E 1901?— NELSON MAAV LOUIS 194715-4 0534726 E 2.68- NEISON* MAR1� LCiUiS 199715"4 0534727E 5.08— , s +i NELSON, NARY LOUIS 195715-4 0534728 E 23.01— NELSON• MARY LOUIS 119115-4 0534729E 20'48- _ $__-..__ ~�NEl50N* MARY LOUIS 199715-4—C.534730E a • NELSON NARY LOUIS ISS715-4 C540411_t._ _ _._._ 83.31 - NELSON* MARY LOUIS 1'49715"4 ,0613610 rg CGNTRA COSTA CCUt47Y MEDICAL SERVICES REPORT TO 2910-7 PAGE: i3 ACCOUNTS RECEIVABLE WRITE—OFFS PROCESS DATE 09/10/77 AS OF 09/01/77 OTHER PRIVATE PRIVATE MISSING DISALLOW ME01—CA L SH-OGYLG GUARANTOR F U N INVOICE S/P AMOUNT PAY MEDICARE MEDI—CAL INSURANCE LABELS PROCEDURE LIABILITY LIABILITY i i JONES, JAMES hERBE 243081-7 138841p _ 9.40— VALORIE LYN 172787-3 1191152 _ _ 28.20-. _ KAPPL• VALORIE LYN 113767-3 1210648 28.20 KUPERMANt HARRY 249412-8 0529546 A 105 .02— �I KUPERMAN• HARRY, _ 249412-8 0602282 A 5.51 KUPERMANs HARRY 249412-8 0638267 A 9.12— KUPERMAN# HARRY 249412-8 0650164 A 4.38— ,± LANGFORD9 CALLIE M 242329-1 1173366 ZOs 5.64— #; LAWRENCEt WELFORC 196424-6 1272276 105 106.37– LUVEo ARTHUR LE+E 281168-8 120000.0. _ '105 194'51.— , 1 LOVELACEs CHARLES 241092-6 1315009 zos 26.77– #1 LOVELACEw CHARLES 241092-6 1322402 203 1.54- ' I>~.�:�_-Q.,::.� ,. ___. __._.. . _ _. ,._.... ..... . ... ...__-__.__,.�._.._._.,...__.�.._......_....,.�.._...8..... lUN BL;R�ir BEAfR10E"176906-2 0790883 Z45 9.40 LYOAY� WILLIAN Obs984-0 1!11171_ Z05 5.64– _ _ _ _- LYOAY� WILLIAM G6'3954-0 1318696 105 5.64– m MACPHERSONr GEORGE 1E3339-5 1271bs9 'i05 429.55- •� _MAJOR�_NARY _FLIA__ 012631-8 1517644 -- ,105 _ 7.52- NAKINANO•`PASTOR C72642-8 0155$70 105 50.20– MAROPOLOSt REGINA 262037-3 0509887 E 5.56- 1AROP0LGS• REGINA 262037-5 0509888 E MARSHALL, .LESSEE N 270572-1 1315729 105 18.80– _ _ _._ ._- ----._�____.__ _ --____.__ MARTINI JOHN NILT0O194812-4 1321350 105 5064 MCCLELLAM ' •4 _-VIRGINI. 093406-7.1170669__M Z05 . x 6.54– _L MGCLELLAN9 VIRGINI 093404+? 1146901 Z0S 10,30– NCCLUSKEY• LESTER 141122-2 1120720 E 24.17– MCCLUSKEY s_LESTER 141122-2 1120721.€ .___..___..._. 70.50– MOCAAVe ELIZA N 216967-7 09358$1 149 10.12 of CGNTRA COSTA COUNTY MEDICAL SERVICES REPORT TO '1910-7 PAGE 12 s ACCOUNTS RECEIVABLE bRITE—OFFS PROCESS DATE 09/10/77 AS OF 09/01/77 _ _ _ OTHER _ PRIVATE PRIVATE MISSING DISALLOW MEDI—CAL SH—DOYLE GUARANTOR F U N INVOICE S/P AMOUNT PAY MEDICARE MEDI—CAL INSURANCE LABELS PROCEDURE LIABILITY LIABILITY R i 14 RINGTON, 7RILLI 192406-7 1023461 E 205 3.20— _ HERRINGTON, 7RILLI 192406-7 1279154E _ _ _ _ _-_-_ ._ - _ _ _ _ 216_.-94-- HERRING70N, 7RILLI 192406-7 1286230 E 120.00— ..__—HILLr 0 O,NMN 165339-3 1271709 Z05 7.52— HILLARD# GENEVA 686293-8 1189591 _ 9.40 . HORNSSY# HILTON TH 117702-1 1312679 205 5.64- 1.:- - _ __ -. _.. ..___-..__..._ ..._. __, ....... .. ... .. ._. ..._ !� _.... HGANSBYt HILTON 7H 117702-1 1312660 Z05 5.64— _ �� •! ,�Y r HG1►E5r WALTER NMN C61.176-4 0743451 E, _- ._- 28020- NOYES# WALTER NMN 061176-4 0755659 E 32.64— HOYESo MALtER NMN C61176-4 0801844 E 4.47— ,e i HOYESr WALTER NMN 061176-4 0815174 E 141.00. Y—�HOVESj WALTER NMN 061176-4 1094539 E 7.11 HOVE51 ii AIT ER NMN Y 061176-�i 1216768E �i �� HOYES 1iALT ERr NMN 061176-4 1283803 E Z05 _ „ 5.66- HOVESo HALTER NMN 061176-4 1318560 E Z05 5.64- �'•~��HOYES, WALTER NNN 061176—y2331995 E 105 ��--5.04-� - -_._-._ :� HUPPERTZr NANUEL__ _-162763-T 1244138 Z05_ . 18.5.8___- HUTCHINSON* ECNA L 132304-+7 1171338 Z05 25.54 HUTCHINSON# EDNA L�132304-7 1177786 105 5.64— a HUTCHINSON9 EGNA-_L--132304-7 1184622_p..Z05_.....____.5.64-_ HUTCHINSON9 LONA L 132304-7 1196983 105 7.52- 1 _.__._--._ _____.__.. _ HUTTON9 JOSEPH 289496-2 1200398 Z05 114.14 HUjT OCTAV IA NN 24_0104-0 1314984 Z05_ 39e9a____.._.__._ IRELANOr OTHEA 201111-2 1387701 - 564- JOHNSON• CALVIN LA 121186-1 1270773 205 26.04- _. JGMNSONj -MICHAEL-.L 172575-3 1313741 _Z05._, 3.22-____ JONESt JAMES MER6E 243081-7 1382055 J�063- 4 w y; CONTRA COSTA COUNTY MEDICAL SERVICES REPORT TO 2910-7 PAGE 11 S. � ACCOUNTS RECEIVABLE WRITE—OFFS PROCESS UATE 09/10/77 AS OF 09/01/77 _ OTHER PRIVATE — PRIVATE MISSING DISALLOW MEDI-CAL SH—DOYLE GUARANTOR F U N INVOICE S/P AMOUNT PAY MEDICARE MEDI—CAL INSURANCE LABELS PROCEDURE LIABILITY LIABILITY I GIFFGRO, IVAN LAWR 080734-7 0812453 E 6.43— GIFFCRO, IVAN LAWR 080734-7 0546370 E 3.41 GIFFCRO, IVAN LAWR 080734-7 0960864 E 14.28— I 6IFFORO, IVAN LANK 080734-7 1144850 E 37.60— ; GLUSEN, NORMAN C 093546-0 1184021 205 61.96 GLUSENt NORMAN C 093546-0 1249641 Z05 5.94— GLUSEN# NORMAN C 093546-0 1263682 Z65 5.94 GOSS9 WILBERT_. ._.._. 166833-4 .1264992 — Z05 72.-74-.. . _ GOSS# WILBERT 166833-4 1320769 Z05 9.48— at fh .48— USTIN NMN 225406-0 1224606 105 7.90— ois w GREEN, ZEPHRINE k 0288.11-8 C698832 E 35.59 ! 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HERRINGTON, TRILLI 192406-1 1017000 E a•1+(Ln,.'L Af}.! ...a.! _'i.f.e;,:.i•1 i...ci.... __�....�..._ .._ .-__ - —__ ' All `l CCNTRA COSTA COUNTY MEDICAL SERVICES REPORT TO 2910-7 PAGE LO s ACCOUNTS RECEIVABLE WRITE—OFFS PROCESS DATE 09/LO/77 AS CF 09/01/77 OTHER PRIVATE PRIVATE MISSING DISALLOW MEDT—CAL SH—UUYLL GUARANTOR F U N INVOICE S/P AMOUNT PAY MEUICARE MEDT—GAL INSURANCE LABELS PROCEDURE LIABILITY LIABILITY FPIS6Y► PAUL LARRY 287065-7 1047490 Z05 16.11 + FPISBYt PAUL LARRY 287C65--7 1117644 105 9.24 FRISBYt PAUL LARRY 267065-7 1130418 ZOS 7.52 4 FRISBYt PAUL LARRY 287065-7 1142809 Z05 5.64 FRISBY,, PAUL LARRY 287065-7 1246920 Z05 16.11— FROSTt LINDA 094768-9 0212421 Z05 140.80 FRYERS REGULUS ChA 280667-4 1260765 105 31.28— FUGEttt STEPhEN TM 244195-4 1173423 Z05 5.64— _ , .. . _ ..__..- .. GAGNONt GEORGE 191491-0 1050550 205 16.74 GAGNON� CED9GL___ 191491-0 1G64241 Z05 7.52 GARCIA9 GRACE _ 106165-4 1015477 ZOS. . _..... 3.37 ti GARDNERt BESSIE LO 050347-4 1214957 Z09 14.23 GEARINt RQNALO 064324-7 1297746E 35.00— _ !! GEARINt ROIWALC064324-7 1326198E __. ,._-_,.... . _ ...., _._ 3.5.00-__._ �..___.,._.._.. . i!$ _GEARINt RONALD. 064324-7 1338679 E 35.00— GEAN`iNt .35Op, r «_ GEARlht RONALD 064324-7 1385596E 35.00 GEARthp RONALD 064324-7 1403694 E 35900 �_.._: Y_�_ _._- ._..._.- __--__ .. -_._______ �___ __ __._._ ___ ...._._._.__..._...__._. _ __._.__. _.______.______ _.._.._ ____-.____ GIFFtiRO��lVAN LAMR 080734-7 0395332E 2.T8— :+ •! GIFFOROt IVAN LAWR 080134-7 0447126 E - � .._.____..__..__....._10.01-_.__ GIFFORDs IVAN LAMR 080734-7 0447121 E 22.42— GIFFO9Ot GiFFOROt_ IVAN LAMR 080734-7 0487319E 9 74— # GIFFORD# IVAN LAWR 440734-7 071499E 22.40- GIFFORO, IVAN LAWR 080734-7 0578482E 2.28— A 4I FFORO�__IVAN WR 080734-7 06344_31 E _T ____._____.__._.4.48- _ _ 12.09 _ �--- _.__ OLGIFFOROt IVAN LAWR 080734-7' Q044924 E 15928 i CONTRA COSTA COUNTY MEDICAL SERVICES REPORT TO 2910-7 PAGE 9 r ACCOUNTS RECEIVABLE URITE-OFFS PROCESS OATS 09/10/77 AS OF 09/01/77 OTHER PRIVATE _ PRIVATE MISSING OISALL0W HEUI-CAL SH--DOYLE } GUARANTOR F U N INVOICE S/P AMOUNT PAY MEDICARE MEDI-CAL INSURANCE LABELS PROCEDURE LIABILITY LIABILITY r ERVINr kUBERT HARL 123299-0 1035045 E 28.20 ERVIN# 140BERT HARL 123249-0 1055053 E 30.72- W EVANS♦ JAMES ARThU 160670-8 1191271 105 .60- r 4 .._._ EVANSr JAMES ARTHU 180670-8 1230493 105 15.40- i` EVERETT, THOMAS JO 151408-2 1313356 Z05 5.64- 01 EVERS# PETER CURNE 271081-2 1174096 105 23.24— �' EVERS# PETER CURNE 271081-2 1187080 Z05 13.44— a * FEk.NANUES9 RAFAEL 022301-6 1234357 Z05 25.68— FERNANOES• RAFAEL 022301-6 1234350 Us 11.23— �..A.,__RERRE! lllltiROSE -i" ' 475710-2 078729? 205 1.77 �I M 1f FERRIS, RUSSELL TE 089983-8 1163418 I03. . 5.64— •, FIKE9 LULA TREMELL 132172-6 0332207 209 *40 F1 SHERv GRACI E C 165042-3 1313603 i0 5 16.45.- ol u PtSNER� GRACIE C 165042-3 1320725 Z05 5064- FITZGERALOo JOHN P 220670-4 1192022 209 9.64- FITZGERAL0• JOHN P 220670-4 M L92023 «A�Z05 9.40— FITZGERALO,I JOMN P 220670-4 1192024 Z05 6.66 0' FITZGERALD# JCHN P 220670-*4 1205029 105 2.90— FOATSONP JOHNNIE ...a_OC4467-5 1254917� J05�" W ! FOSIER� ISASELL .NX 264586-9 1031293_ . 105 3942 . a FOSTER, WILLIE BEL 070679-0 1311844 Z05 7.52— " FOUNTAINI BILLY J 149974-6-13-2 0--4-0—S —1_Q'5 „ FRANKLINS.JAMES..#�._.__125539-7 0525443105 --. ._..__ 3.36__ E FRANKLIN# JAMES N 129539-7 0545005 105 30.80 _..__FFtANKIiNe JANSS .N—_ 125539-7�C927019 ��Z05_._1r5T172---��___.__.__.___. e FRI_ SBYI PAUL_TARRY 287065-7 1039675 105—....._____2.65— FR1Ss1t+r PAUL LARRY �Q6 -7 iQr7481i Zlti 37,67 �4. MQl M/amaha}liacr HCCr kyq trLeYf �� __. .___ _. .. R ``#:fit� ��:� a;t,..., t�t _ x:'ti6u". syp E• 'a+r�y���a .-, ".. 'yy, - .. �.. COh71aA COSTA COUNTY MEDICAL SERVICES REPORT TO 2910-7 PAGE 8 ACCCUNTS RECEIVABLE ~RITE-UFFS PROCESS 0ATL 09/10/77 f AS CF 09/01177 OTHER PRIVATE PRIVATE MISSING DISALLOW MEDT-CAL SH-DOYLE GUARANTOR F U N INVOICE S/P AMOUNT PAY MEDICARE MEDI-CAL INSURANCE LABELS PROCEDURE LIABILITY LIABILITY I DUENASt JOSE L 2395Z&-5 1091360E 11.91- 0.__ OUENAStJUSE L 239528-5 1[97934 E ot OUENASt JOSE L 239928-5 1104311 E 28.20- DUENASt JOSE L 2'.9528-5 1147965 E 31.18- *1 CUENAS! JUSE L 2399213-5 11'54642 L 37.607 +` OUENASt JOSE L 239928-3 1161065 E 50.134- -.. ._---EA0HARTt i.EO BRANT 239379-1. 1368339 `�* 4- 0 _ EpMAR05# ARC1ttE _ 109407-7 1314456 105. _ . .. .9.40- 0 EHRMANr KRIS ELON 235663-2 067202 E 92.00- ( tl AWMI 9R15 ELON 2356+63-2 0686706E 6.80- , H rr_ EHRNANI KRIS ELON 235663-2. 0692651_E. _ 16.-80', _ ELLIS# CLAUDE LOUT 173021-1 1313754 Z05 6.66- 1, ERVIN _ RObERT MARL 123294-0. 0391986 E *' EAVIN# ROBERT HARL 123299-0 0371851E 16.96.., ERVIN# NOBERT HARL 123294-0 0371832E _ 1T.00- r # ERV IN�n It08ERT HARK_123294-0 V03.71053 8 _.__ _.. 26089- o'' 6.89-•' ERVIN$ ROBERT HaARL 123299-0 0364613 E 2.56- ERVIN#�ROBERT HARL 123299-0 0384616 E 5.60- W ERVIN# ,ROBERT HARL 123299-.0 C4C2030 E ...___._ 42.00."... _ _.. ..__. ___.,._.______._..._ ERVIN# ROBERT KARL 123299-0 0402031 E 21.60- ,.. ERVINt ROBERT HARL 123299-0 0605364E 22.42- . ERVIN# ROBERT HARD 123299-0 0719231.._E.._. _ . .____. . 125.26-_._ r ERVIN# ROBERT. HARM I23299-0 6138469 E 3.48- ' e � � ,..,�,_ __...._...m_:�._______.:.-____.__..�_._._. ,.,.._....__,._.._____._.._.___..____.._...-_.._�..:.___..._______._...__..________._._____._---_..____..__--___-_ _._.__, _.__,..._-_.___"�_..__.____...... -._�••----...----__.._._�._.___... . ERVIN# ROBERT HAR1. 123299-a fl8288S6 E 36.80- _._._.__ _ + ERVIN# ROBERT HARM 123299-0 0835641 0_ , 44.99- i . ERVINN ROOM lurRt ,1 3299-t1 i90i94�2.8 .. 340501 k :6610»Pnm;xi ia;n Rv:ICNU iwuf - i i j . r CONTRA COSTA COUNTY MEDICAL SERVICES REPORT TO 2910-7 PAGE 7 ACCOUNTS PECEIVABLE hRITE—OFFS PROCESS DATE 09/10/77 r AS CF 09/01/77 OTHER PRIVATE PRIVATE HISSING DISALLOW MEDI—GAL SH—OGYLE GUARANTOR F U N INVOICE S/P AMOUNT PAY MEDICARE MEOI—CAL INSURANCE LABELS PROCEDURE LIABILITY LIABILITY DUFNASr JOSE L 239528-5 059220 E 2.56— . � GUENASr JOSE L 239926-5 0759221E OUENASt JOSE L 2:9528-5 C764672 E 28.20— , OUENAS• JOSE L 23952@-5 0765363 E 28.20— . DUENASv JOSE L 239928-5 0792239 E _ _ 2.54 _ WENAS: JOSE L 239528-5 0792240 E 35.88— GUENA59 JOSE L 239926-5 0798869 E 16.00— _ r, � DUENAS• JOSE L 239926-5 C798870 E 581.05- DUENAS, JOSE L 239926-5 0805471 E 643.38— :, { L'UiwNASf JOSE L 239928-5 0805472 oil xi OUEkASt .JDS6._L . 239928-5 0605413E OUENASO JOSE t 239928-5 0812210 E 3.84— _GUENA59 JOSE L 239928-5 0812211E 3.14— : r r OUENASI„JOSE L.__ 239528-5 0818748E _ 3,7.60— �' CUENASt JOSE L 23992$-5 0831524 E 28.20— . GUENASr JOSE L 239526-5 0931525uE 30.82— . *{ D_UENASs S _-� 239928-5 C630049_ E 28.20-OUENBSo JOSE L 23992$- 5 0475824 E 28.20- - DUENAS• JOSE L 239928-5 0929519 E 31.31— . � r' OUENAS* JOSE L _. _239928-5_0936.349 E _. -_. -..__ _._._ ._ _ L.82- DUENAS# JOSE L 2.39928-5 0942901 E 3.46— ,� DUENA$P'JOSE 4 239928-541011902 _E_,_ ._. ..____-_ . .._______. 6.87- _ .._-..__.. OUENAS�__.�OSE-.L 239928. 5 1030709E __. . .__. _-.. 6.22—_.._ AUENAS# JOSE L 239528-5 IQ7LSZT E 15.03— ?' OUENAS• JOSE L 239928-5 1085139 E 4.78— o i DUENAS, JOSE L239928-5 1065140E < QUEkAS♦ JOSE t 239f�28-5 1.091359 E 5008— viwqv y°,n* ia ,r "�rka Y. �"..%fiX off, ;:�✓.. :i.: .' .�.L_-.. _. - f a a X CONTRA COSTA COUNTY MEDICAL SERVICES REPORT TO 2910-7 PAGE 6 ACCOUNTS RECEIVABLE WRITE—OFFS PROCESS DATE 09/10/77 6 AS OF C9/01/77 07HER PRIVATE PRIVATE MUSSING DISALLOW MEOI—GAL SH—OUYLE GUARANTOk F U N INVOICE S/P AMOUNT PAY MEDICARE MEOI—CAL INSURANCE LABELS PROCEDURE LIABILITY LIABILITY OOTY• LINDA LOIS 195731-5 1293139 C 70.00 OOTYt LINDA LOIS 195731--5 1300151 C 70.00— � DOTYr LINDA LCIS 1957`31-5 1307273 C� 14.00— DUCKER~ JAMES F 289372-5 1323961 105 b.92— DUENAS# JOSE L 239528-5 0096696 E 11563.00— DUENASI JOSE L 239928-5 0099126 E 27.00— , DUENASI JOSE L 239926-5 0261948 E 2L*20- 74 JOSE L 239928-5 C342291 E 23.60— *' OUENASt. JOSE l 239924-"J 0406579 E 22,49— „ _..OUENASv JOSE .L 239928--5 0~06580_ E 33,14- OUENASI JOSE l 239926-5 0+41 171E 3.74— _ OUENAS/ JOSE L 239928-3 0414112E 21.72— OUENAS• JGSE l 239928=S C421274 E 3.20— _ DUENAS_t„JOSE l 239528-5 042.7,857 E OUENA5v JOSE L 239928-5 0434694 E 5.69— t?UENAS, JOSE L 239928-5 0434695_..- .. . ...__- _._. 10.13- •� DUENAS v JOSE. L _ 239928-5 0439681E _ 22.30- OUENASs JOSE L 239928-5 0444636 E 3.81— DUENASs�JOSE f L 239928-5 0449637 E ._.. -. —.... ._ ..___... 14.94— �i OUENAS# JOSE L 239928-5 0473488E _.._ _- _21•44-_ �3 y OUENASs JOSE I. 239924-5 0473489 E 16.80— CUENASI JOSE L 2.39928-5- 0540189 E 46966— i OUENASI JOSE L 239928-5 0575258 E 19.20— .. ..___.... . ..__..._-_.__.__.,_.._._..__.�. DUENAS♦ .FOSE L 239926-5 0588669.E 23.60- OUENASI JOSE l 239528-5 0728282 _E___,_____--_ ..:____ _24.96___._. .. - _ ._------._ • OUENASs JOSE L 239928-5 0140844 E 2.56— CUENASt 'JOSE L 239928-3 0740445 E 6409— `* • .4^ _ fir;= CONTRA COSTA COUNTY MEDICAL SERVICES REPORT TO 2910-7 PAGE 5 S ACCOUNTS RECEIVABLE WRITE—OFFS PROCESS DATE 09/10/77 AS OF 09/01/77 j_.:_ .. OTHER PRIVATE PRIVATE MISSING DISALLOW MEDI—CAL SH-UUYLE �!• GUARANTOR F U N INVOICE S/P AMOUNT PAY MEDICARE MEDT—CAL INSURANCE LABELS PROCEDURE LIABILITY LIABILITY GROSGROVEs HILDA L 224661-9 0921981 E 34.29— , sE CROSGROVE9 HILDA L 224661-9 0929182 E 74-.00 CFOSGROVE► HILDA L 224661-9 0942572 E 31.76-- CROSGROVE• HILDA L 224661-9 0949496 E 28.20— .. � CRUTCHFIELDs VERA 0066,26.6 1207967 Z05 5.30— DAHLGRENs MARGARET 293999-9 1188027 Z05 57.34- 11 DAHLGREho MARGARET 293999-9 1207314 105 5.64— OANCEAl ROBERT EAR 300983-4 1317266 Z05 42.00 _ �! DARRINt BETTY ANN 138503-8 1236445 Z05 20ob0- DARRINt BETTY ANN 136503-8 1313088 Z05 13.20— � DAVIS#„CLEMENTINE 167918-8 1010403 DAVIS@ CLEMENTINE 187918-8 1050511 205 8.00 _....DAV[St FRANK-NMN 280923-4 1316040 Z05 11.49 a DAVIS# LEINAALA 170167-1 1387150 _ 7•gx-,...,. DEBRAKE• FRANK 146178-9 1386827 8.03— 1+ DELGADO• MARIE_._._. 231202-3 1779875 A._.._.._. _ ...__ 28.20— DEURLOO9 MERMAN 103655 7 1235.753 Z05 ._.._ ._., 13.54... DIXON, RUBY LEE 003943-8 1220700 109 28.20— � DIXGNv RUBY LEE 003943-8 1220701 Z05 26.20— OGOENHOFF PETER E 255400-9 1173685 Z05 7.98— DQLGIN• BEN NMN .292579-0 1156626 Z05 10.00 � OOLGIN• BEN NMN 292579-0 1162935 205 _ 1.0.00 •i DOLGIN, BEN NMN 292579-0 1168856 205 10.00 _ _.._ _ ......._-_.. OOLGIN• BEN NMN 292$79-0 1247236 105 $.00 OOLGINg BEN NMN 292579-0 1281765 Z05 3.25— OOLGIRi . REN NMN 292979-_0 132132 z05__.____....3.25, .__ pOI'Vt LINDA LOIS 199731 5 1206292 C `�"� 210*00— n 1 .,..��..M�rrn .�!from ,e:/cr•J i,.: ,.x. , _ .____._ �� ,.l._.._ —_,..__..... ' 3 i - • RA COSTA ACOUNTY MEDICAL CCOUNTS R ' AS OF ECEIVABLEi�RITfSERVICES 09/01/77 WRITE-OFFS GUARANTOR _.._. COLLINS INVOICE SI AMOUNT PRIVATE REPORT TU 2910- LOLA"M.. .__. PROCESS DATE 7 PAGE 12620ri-7_._._- PAY _.._. 1184510 MEDICARE O9/10/?7 MEOI-CAL OR 1V ATE MISSING- .: _._t TAVERN 5.64_ _ 1NSURANCf _ LABELS - - . _.,.4..1,196799 DI BALLON W_. 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CUhTRA COSTA COUNTY MEDICAL SERVICES REPORT TO 2910-7 PAGE 1 ACCOUNTS RECEIVABLE WRITE-OFFS PROCESS DATE 09/10/77 ' AS OF 09/01/77 OTHER .. _ PR VAf " PRIVATE MISSING DISALLOW MEDI-CAL SHS-OOYCE GUARANTOR F U N INVOICE S/P AMOUNT AY MEDICARE MEDI-CAL INSURANCE LABELS PROCEDURE LIABIL17Y LIABILITY Ati AcKitis, JUMN 131316-2 1171318 +Z05 l.e6 , AGNEMr hOLL1E N 234166-1 1231464 Z05 10.32- BAKER# JOSEPh CHRI 244084-0 1199048 ZOS 9.40- dALESTRERi� RASMO 033058-5 1227836 105 28.20- .. 6ALLAROe BERNARD L 094266-4 11?7023 tC 7.52- BAPTIST» JOHN NMN 280637-6 1323643 105 2.90- BARROW9 ChAR1.lE LT 053531-0 1318398Q�S _. _.._ 5.64- _ BARROWChARLIE L 053531-0 1318399 Z05 01- SARTELLI JENNIE EL 018206-3 1364711 5.64 AT i MELVIN Cia..Qbsaii= "i32oeT • BATTENS MELVIN CHA085011-5 1319016 _Y4g-...._._ ..._5.64- t 0 '8EAR05LIVt ME040k 04h06-7 1314914 ,TOA 9040- 6EEOL; MYRTLE ^- ~ M063311-7 100/748 205 12.6 BEhTLEYs JOSEPHINE +113768-3 1259022 _.,.._ZOO._.._ .-._2.18 .__.._.., hLURSAUGHr ARCHIE231111+5-'� CII6615 A 3.70- _ 8LUE8AUGh• ARCkiE ,731965-5 0805287 A 5,62- BLUESAUGk ARCHIE +231965-5 C431335 A 6.42- +k OITM 168 " 133024 iQ'J 50'10t ED EDITH - 166533-8 11230281 z05� 9,40- i 80YOlt EDITH 16 593-8 1237077 _. 205____ .._ 1.52' ' 80Y0• EDITH l41i"1� ,12370x# x05 27.32- ORAGFEETTAr JAMES i� 1165Q3�-4 1311421 105 � 5#44� BREWERv CLAUDE J 243857-0 1141544E - ORITTp .I FF 214771- Q4,0607 t' r . BRITT# JEFF 213777-b "64iii E 28,36- 8JR_IITTu i FF Y; ,t�'-+� �h' I� c0 E 28.38- . Ft _... r. i '.s �4S' r,� --��!3 �,,,°",,,.. :i.._ "' "` "Y- $ - , s mss., �, Fl ,• _ , t;,, S ` ' b Office of CC JTY AUDITOR-CONTROLLER( Contra Costa County Martinez, California October 13, 1977 TO: Geraldine Russell, Chief Clerk Contra Costa County Board of Supervisors FROM: Grace Potter, Accounts Receivable Supervisor Central Collections Division SUBJECT: Write-off Listings In accordance with Item No. 4 of Resolution No. 74/640 dated July 23, 1974, enclosed are copies of Hospital Accounts Receivable Write-offs for the month of September, 1977 totaling $37,973.38. RECEIVED OCT 1 11977 anx ea►� mmos COVA CO- 01051 jk1crofltimed Wllh .. In the Board of Supervisors of Contra Costa County, State of California i October 25 , 19 1z In 00 AW*Mr of Acknowledging Receipt of Report ' Concerning Write-off of Certain Hospital Accounts Receivable. Pursuant to Resolution No. 74/640 adopted by the Board on July 23, 1974 the County Auditor-Controller. has submitted to the Board a detailed monthly report of certain County Hospital accounts written off during the month of September, 1977 which amounted to $37,973.3$ IT IS BY THE BOARD ORDERED that receipt of the aforesaid report is hereby ACKNOWLEDGED. PASSED by the Board on October 25, 1977. 1 hemby carfify that the forgoing Is a true and coned copy of an crdw aatw an the minutes of sold Board of Supervisors on the dab aforesaid. Witness my hand and On Seal of dw Board of cc: County Auditor—Controller s'p"Whous County Administrator afi'1x d "_?5th day 197 _ J. R. OLSSON, Clerk Sy / De fw1Y CkA Robbie Ottierre 91(h H-24 s:T7 15m In the Board of Supervisors of Contra Costa County, State of California October 25 , 1977 In the Mahar of £xecutive Session. At 10:32 a.m. the Board recessed to meet, pursuant to Government Code Section 54957.6 in Executive Session in Room 103, County Administration Building, Hartinez, California to consult with its representatives in connection with discussions of salary natters. At 10:45 a.m. the Hoard reconvened in its Chambers and proceeded with its regular agenda. a Matter of ecord 1 hereby c"fy that the foregoing is a tnm and cornet copy of• an the minutes of sold Board of Supervisors an the date afannak. Witness any had and the Seel of the Board of supervisaft • ofruoed "25thdoy of October 19 77 J. R. OLSSON, Cleric '. nePnty clerk ne .:euf H-24 3176 11m i f In the Board of Supervisors of Contra Costa County, State of California October 25 19 77 In the Matter of Authorizing Public Works Department to Perform Testing Services for the City of Martinez, Work Order 5537-658. The Public Works Director having reported that the Martinez Public Works Director's letter dated October 6, 1977 has requested the County Public Works Department to perform traffic signal testing services for the City, estimated cost of said service is $1,200. IT IS BY THE BOARD ORDERED that Work Order 5537-658 is APPROVED, and the Public Works Department is AUTHORIZED to perform the aforesaid services as requested, subject to the provisions of Board Resolution No. 1077. PASSED by the Board on October 25, 1977. 1 hereby certify that the foregoing is a true and torted copy,of an ordw an orad on the minutes of sold Board of Supervisors an the dote afonnokL Witness any hand and the Sroi of the a tv of Originator: Public Works Department SuperviSors Traffic Operations Div. affixed th3s,25thday of October . 1977 cc: Public Works Director City of Martinez "L`_,D J.`FL. OI.SSON, Curia County Administrator sdda � .r Do" Clerin, County Auditor-Controller Serra L. Ni Ison H-14 3/:6 ism PROOF 01. SF.RXUCE BY K IL 10111', 2015.5 C.C.r. STI.TE OF CALIFUMIIr COMITY OF C014TtRA COST.: 3 s... I am_a citizen of the United States and a resident of the county aforesaid; I an over the age of eighteen years and not a party to the within above entitled action; my business address is 92$ Main Street, I3.artinez, California. On September 21 , 19 77 , I served the ::ithin CLAIM AGAINST THE COUNTY OF CONTRA COSTA-ALIFORNIA on the _party named below in said action, by placing a true copy thereof enclosed in a sealed envelope with postage thereon fully prepaid, in the United States post office mail box at Martinez, California, addressed as follows: Board of Supervisors of Contra Costa County - c/o Clerk of Board Office Administration Building 6SI Pine Street Martinez, CA 94553 I certify (or declare) under penalty of perj'ury that the foregoing is true and correct. " Executed at :Iartinez, California this 21 day of ,Seatembtrr _ �9 1 �p e 4g.c � [Margaret E. Clark r 1,364 gallons of Private Stock Zinfandel Wine; dilution of an additional 3,030 gallons of Private Stock Zinfandel Wine. The names of the public employees causing the damage to claimants is not known as of this date except for Mike Morgan Paving and Grading of Walnut Creek, California, believed to be the county's contractor for the Morello Avenue road grade lowering public works project, and S. E. Levy Grading of Walnut Creek, California, a subcontractor. The amount claimed for the aforesaid damages suffered by claimants as of the date of presentation of this claim is $14,967.54, which is computed as follows: A. Amount necessary to repair broken window in residence $ 28.54 B. Estimated expense of unplugging sewer drain line 300.00 C. Damaged cardboard cartons and labor to clean soiled glass jugs 100.00 D. Amount estimated to remove silt and other debris from outside parking and working areas, regravel such areas and rebuild` surface water diversionary berm 500.00 E. Labor and materials to reroof portion of residence and wine storage basement area 600.00 F. Claimants' labor and interests for general cleanup of interior of winery facilities to remove silt, water, mud and debris 330.00 G. Loss due to ruination of 1,364 gallons of Private Stock Zinfandel Wine 11,594.00 H. Loss due to dilution of 3,030 gallons of Private Stock Zinfandel Wine 1,515.00 Total Damages $14,967.54 In addition, claimant may have further damages in the form of charges and penalties for the large amount of domestic water used to clean up claimants' various winery facilities following the above described occurrence. Dated: September 21, 1977 i,.� Maurice E. ugu t, JrlT Attorney for claimants Clement Piano and Conrad Y,4 Viano -2- !Vl1��U IF LkRg U S c? 2 2 19!it IzCSSM _ SUPM CLAIM AGAINST THE COUNTY OF CONTRA COSTA CALIFO IAa^GOMC 80AW� r To: The Board of Supervisors of Contra Costa County, California The undersigned presents this claim on behalf of his clients Clement A. Viano and Conrad V. Viano,,.claimants, whose Post Office-address is c/o Viano Winery, 1S0 Morello Avenue, Martinez, California 94553. I desire that all notices concerning this claim be sent to Maurice E. Huguet, Jr. , Turner 4 Huguet, Post Office Box 110, Martinez, California 94553. The date, place and other circumstances of the occurrence that gave rise to this claim are as follows: On June 17, 1977, a high pressure water main within Morello Avenue just southerly of its intersection with Marie Avenue was ruptured as a result of the negligent actions and omissions of the agents, employees, contractors and subcontractors of Contra Costa County and the Contra Costa County Water District while engaged in a county road public works project changing the grade of a portion of Morello Avenue'in the area of the aforesaid intersection. As a result of the rupture of the water main belonging to the Contra Costa County Water District, water and debris flowed over and was deposited upon the property of claimants at 150 Morello Avenue, Martinez, California, causing the damages hereinafter described. A general description of the damage incurred so far as it is now known resulting from the above described occurrence is as follows: Deposit of silt, debris and concentrations of water upon the land and improvements of claimants at 150 Morello Avenue, Martinez, California; breakage of window in residence upon property and damage to roofs of said residence and wine storage basement facility adjacent thereto; destruction of numerous cardboard boxes used in claimants' winery business and soiling of glass jugs and other containers used in such business; washing away of sections of surface water diversionary berm; soiling of various portions of winery facilities including storage and bottling buildings; plugging sewer drain line with silt and other debris; ruination of some 0105? -I- Num wrf h board ordw Vi 1:.11 ALJ__U" & BOARD OF SUDERVISORS OF CONTRA COSTA COMM. CALIFUNTA Oct. 25,_ 1977 f NOTE TO CLAN- T Claim Against the County, ) The copy o' tUA _c_=e_x to yacL .te your_ Routing Endorsements, and ) not&e o6 .the action taken an owc clam by 4e Board Action. (All Section ) Hoattd oS Supexvidau (A= III, bet wt, references are to.California ) .. _ given pu#Auant to Gouexmwxt Code Sectione 911.8, Government Code.) )' 913, S 915.4. 'Please note the 'Vining" below. Claimant: Clement A. Viano and Conrad V. Viano, c/o Viano Winery, 150 Imorello Avenue, Martinez, California 94553 Attorney: Maurice E. Huquet, Jr. Address: Turner 6 Huquet, P.O. Box 110, Martinez, California 94553 Amount: $14,967.54 u, 2 1977 Date Received: September 22, 197 �.� ,By delivery to Clerk an 1 z cSy nail, postmarked on Sept. 2=, 977 I. FROM: Clerk of the or SupervisorsCounty Counsel Attached is a copy of the above-noted Clara or Applicatiom to File Late Claim. a DATED:Sent_ 22. 1977J. R. OLSSM, Clerk, By,l/�jli0�.�/�ir�ir� _ Deputy .'rarlip Ta- Oman II. FROM: County Counsel T0: Clext of the Board of Supervisdrs f (Check one only) { 1110) This Claim complies substantially with Sections 910 and 910.2. ( ) This Claim FAILS to comply substantially with Sections 910 and 910.2, and we are so notifying claimant. The Bond cannot act for 1S days (Section 910.8). ( ) Claim is not timely filed. Board should take no action (Section 911.2). ( ) The Board should deny this Application to File a Llai: moa 911.6). DATED: -7e) JOHN B. CLVISEN. County Counsel, Deputy, III. BOARD ORDER Bytart ra+— vote oz 5upervisors present (Check*one only) . (x ) This Claim is rejected in full. ( ) This Application to File Late Claim is denied (Section•911.6). ' I certify that this is a true and correct copy of the BoardB Order entered in its minutes for this date. " p DATED: Oct. 25, 1977J. R. OLSSON, Cleric, by Iul� ,vyL,rplc� DepUtY` WARXIM TO vernment ection913) s You I=t O o �yocc _ Wkich .to JZU a cowl action on thio xeiecttd Cla (set Govt. Code Ste. 945.6) 02 6 mond couthent de I" oi eS bum Section .to Fite et L�g (Act fit to x a count oR�ttG�.t� SertiaR 445.4'e cla�ia- deadUne Section 946.61. You way eeeh them aduict oS any a=*Aey oS you2 choice bL connection wZdt this mat m- IS you.want to consutt an at cey. Yom should do sa immediately. IV. FROM: Clerk of the Board TO: County CounseL, (2) County Adainistrator,. 4 (5) Public Works, Business 4 Services Division Attached are copies of the above Claim or Application. We notified the claimant of the Board's action on this Claim or Application by mailing a copy of this document.'and a Demo thereof has been filed and endorsed on the Board's copy of this Claim in accordance wita Section 29703. /f �^ DATED: Oct, 26. 1977J. R. OLSSON. Clerk, By 14&)C Deputy V. FROM: (1) County Counsel, 2) County administrator, TO: Cleric of the Board (3) Public Works of Supervisors Received copies of this Clain or Application and Board Order. DATED: Oct, ?6- 1977 County Counsel, By County administrator, By Public Works, By Rev. 3/77 ENDORSED FJ LED SEP, k 9 1977 CLAIM AGAINST THE COUNTY OF CONTRA COSTA Ia ocrU .'AM=$CAW OF SU➢E8Y45S M QONT A C0. Name and Address of Claimant: SALVADOR NIEVES, JR. PSC Box 1911 Castle Air Force Base, CA 95432 Address to which notices are to be sent: JAMES D. HOLLISTER, Attorney at Law 777 Southland DR., Suite 203 Hayward, CA 94545 Telephone: (415) 782-8272 Date, place and circumstances of occurrence out of which claim arose: On June 21, 1977, claimant was arrested by the Livermore, California, Police Department, held in the Livermore City Jail and later transferred to the Contra Costa `County Jail. Claimant was held in the Contra Costa County Jail until June 24, 1977, when he was released pursuant to the order of Max Wilcox, Judge of the Superior Court of `Contra Costa County. Claimant was arrested and held because a warrant had been issued for another person of the same name although claimant and his father made repeated attempts to prove that claimant was not the subject of the warrant. Description of the injury incurred: As a result of being arrested and imprisoned, claimant was unable to enter an Air Force traning course which delayed his promotion and suffered severe emotional distress and humiliation. Claimant's father incurred expenditures in atttempting to prove claimant's identity. The names of the public employees causing the injury are unknown. Damages: Loss of promotion pay $400-$500.00 General damages $4500.00 Dated: September 15, 1977 Signed on behalf of Claimant by: JAMES D. HOLLISTER Attorney for Claimant Microfilmed with Fi ha order j BOARD ACTION BOARD OF SUPERVISORS OF COVTRA COSTA COENTY. CALIFOR,YIA Oct. 25, 1977 IMM TO CLADLA.;`T Claim Against the County, ) The copy o6 .Ctia_ZMGext de .to you 4.b yoWr Routing Endorsements, and ) notice 06 •the action takxx on youx e.Y.cziar by die- Board heBoard Action. (All Section ) Samd os SupeAviioU (AntaqAg* III. beP.owl, references are to California - ) given PLAAuant.to Comment Code Section&,911.8,, Government Code.) -) 913, 6 915.4: -`Please Nott the '`wwatim below. Claimant: Salvador Nieves, Jr:, 'PSC Box 3.911, Castle Air Force Base, California 95432 - Attorney: James D. Hollister, ,Attorney at Law Address: 777 Southland Drive, Hayward, California 94545 Amount: - $5,000.00 Date Received: September 19, 1977 By delivery to Cleric on By nil, posmarW on September 15. 1977 .I. F . Clerk of the Board of SupervisorsCounty Counsel Attached is a copy of that above-noted Claim or Application to File Late Claim. •D.4TED:Septembeerr 1.9 ..J: R. OLSSOM, Clerk, By ,�.� .,,�,�r�, Deputy 1.9i7 II. FROM: County Counsel To: Clerk of rim Board of Supervisors (Check- one only) ( ✓) This Claim complies substantially with Sections 910 and 910.2. ( ) This Claim FAILS to comply substantially with Sections 910 and 910.2, and we are so�gotifyins claimant. The Board cannot act for 15 days (Section 910.8). TZ:C.' ( S,Z F1fm14¢7not timely filed. Board should take no action (Section 911.2). ( ),Up,@9" should deny this Application to File a La Iain (Section 911.6). DATED: 9 3--7 7 jamB. CLV]SFN, County Counsel, By ( 4� Deputy. III. BOARD ORnER By tumnseons vote of Supervisors present (Check*one only) . ( X) This Claim is rejected in full. ( ) This Application to File Late Claim is denied (Section 911.6). I certify that this is a tragi and correct copy of the Board's Order entered in its minutes for this date. DATED: n,.t a� iovvJ. R. OLSSON, Cleric, by �G , Deputy K vernmeat a eetsoas 911.3 913) You haoe ORLY 6 M6400 MC-CF4 s—06 4M"�no UCC ZD yocr W404M Wfcich to pte a couitt coon on this neje-W Min (Ate Govt. Code Ste.. 945.6) at 6 mantha jAm the dtx.,iat a& gout An to FiiU a Lott Ctiw wLdkin which �b petition a eow.t +oat aelled Jun Section 945.4'& c in-J Ling deadline (4ee Section 946.6). You may Acer the aduuiee o5 any a.tomey o6 yowt choice in connection UgL& .this arcttet. 16 you aunt to conautt an attozn2y. you 4hould do 4o � tu ediate . IV. FROM: Clerk of the Bo County Counsel, (2 County Administrator, b (,) Public Works, Business G Services Division Attached are copies of the above Claim or Application. We notified the claimant of the Board's action on this Claim or Application.by mailing a copy of this docu=ent,-and a memo thereof has been filed and endorsed on the Board's copy of this Claim in accordance with Section 29703. �7,,, DA'spItiLlct. 2 F. 1077 J_ R. OLSSOH, Clerk, By d — //tai Deputy Helen C. Marshall _ V. FRQI4: (1) County Counsel. (2) County Administrator, TO: Clerk- of the Board (33) Public Works of Supervisors Received copies of this Claim or Application and Board Order. DATED: Oct. 26, 1977 County Counsel, By County Administrator. By Public Works, By 8.1 Rev. 3/77 In the Board of Supervisors of Contra Costa County, State of California October 25 .19 77 In dw MANW of _ Termination of Lease Agreements between the County and Village Pre- School, Village Day Care Center Orinda Coamunity Center, Orinda County Service Area R-6 IT IS BY THE BOARD ORDERED that the Lease Agreaoents dated July 1, 1975 between the County, Lessor and Village Day Care Center, Lessee and the Lease Agreement dated August 15, 1976 between the County, Lessor and Village Pre- School, Village Day Care Center, Lessee, occupants of a portion of the premises at the Orinda Coamunity Center, 26 Orinda Way, Orinda, be terminated as of October 1, 1977 The Lessees, Village Pre-School and Village Day Care Center both consent to the temination of the above dated Lease Agreements. PASSED BY THE BOARD on October 25, 1977. w I hereby arclify that Ow forpoinp is a true and coned copy of an odor entwed on the minutm of said Board of Supervisors on Ow date -1, 11 1Mitnws my bad and dw Seel of tiw Beard of Orig. Dept.: Public Works S.A.C. offs this 25thday of October 19 cc: County Administrator — Public Works (2) County Counsel J. R. OLSSON, Clark County Auditor By pity _, Clerk H•24 3176 13m �a r J�- � 9 r i Nq � rk on 1 n I 1Q, t4[IZ LL�� � l to iL y iL a Z t t tit � � Y S +,',• p� u v t .� � •q L•e r«.`% -+ 7-eL,. L—. ��riI Z Zt .. y .- 'T ft { Y •� f y'�r Z!! 10 it �' t. tt• z U "Y, ' A'.� '* ` 'kr y! g _ .. of rt '� M r� �,, �`�'y`yy��+ � �~�� �'�`� iT�� •, ���+. $. It it'F_.. mss' i '�`jY���.►�� x .f....ff.Y yF tr Ll • � �• � +� ��; -i rte' i � o i ���'H ,I { .a O pa $ ! 4CL s •• yALC Z! M}� f .. X31 L-3 g4 Ila 2�t .••iiia � j.. � 1� • t i � "4 �' �.. - .._._•�I--� - _"- ' .Yr�a ti..4� -,`-+7i.=I CY '} �i °vvv a '"tet 91 n Jou 47 Q t Z t 21 411 -92 If if Lit AM All ri a � '' � t• .ff.««a d ...,.� �} o r I rl; �phi• —t .sr"f i � • Y•..•Y.YNf � y. h H. PARKING FACILITIES 1. Provide adequate number of parking spaces for employees and clientele on basis of occupancy. 2. Provide handicapped person parking space as near to the main public entrance as possible with proper sign indicating 'Handicapped Parking.' 3. Provide parking area lighting, luminaires with photo-cell control and by-pass switch. I. LANDSCAPING 1. If landscape maintenance is to be the COUNTY'S responsibility the following shall apply: a. Complete landscape plans shall be submitted to COUNTY by LESSOR for review and approval of design and plant materials. This shall apply to proposed pian for new facilities and to existing plan for established land- scaping at existing facilities. b. All landscaped areas shall be provided with an automatic sprinkling system, time clock operated. Time clock shall have skip-a-day feature, seven day sequence, and by-pass switching (New systems only) c. Complete sprinkler system plans shall be submitted to COUNTY by LESSOR for review and approval prior to installation. If system is existing, complete 'As-Built' plans shall be pro- vided to COUNTY by LESSOR. d. COUNTY will not accept landscape maintenance responsibility for any areas without automatic irrigation systems. 01 Revised 6/9/77 ' ', . -14- F. MECHANICAL AND PLUMBING SYSTEMS (continued) g. Drinking fountain: Existing (1) Electric refrigerated, HAW's Model HSR-6, wall mounted. (2) Comply with handicapped access requirements. h. Where wall-hung fixtures are installed, seal with white silicone caulking material. j i( G. ELECTRICAL 1. Lighting: a. Interior fixtures shall be fluorescent, 2'x4' surface or recessed (no pendant or chain hung) with two, three or four tubes to meet required performance criteria, similar to Wellmade 102HFA, with acrylic lens. b. Lighting shall be adequate to deliver 80-100 foot candles at desk-top level in all areas except stairwells, corridors and storage and storage areas where a minimum of 50 foot candles at floor level is required. c. Provide security lighting at all exterior doors. d. No electrical or telephone panels shall be located in janitors' rooms. e. Main service/distribution panels shall be located in separate room(s). f. Clock outlets shall be provided in all major office and lobby spaces by LESSOR. Clocks will be supplied by COINW. F g. All ENT connectors to be compression type. ' h. Index all panels with either typed index or phenolic labels indicate locations and/or function. i. Stripe floor areas to 30 inches in front of telephone i electric panels..(Carpet excepted). J. All surface mounted wiremold to be painted to match color of wall surface on which it is installed. k. All three phase electric motor controllers shall have included in the control circuits, a phase sequence and mounter (Watsco Cat. #SLA (insert voltage) ALF- manufactured by Diversified Electronics Inc.) to provide motor protection when: a. phases are changed b. line voltage drops below 90% . ; c. line voltage exceeds 115% d. When any phase of three phase system is lost .� Revised 6/9/77 all functions army be controlled by a single monitor. ` " w -13- I F. MECHANICAL AND PLtfM8IN6 SYSTEMS (continued) S s (a) American Standard Church 5320.114, elongated bowl, open front, no cover, white. b. Lavatory: (1) Wall-hung American Standard P-4869.020, 20"x18" - Re alyn" C.I. white enameled lavatory with 4" center set Delta #500 and perforated P/0 plug. (b) 1-1/2 x 1-1/4 P traps shall be 176A. Polished c/p brass (not satin chrome). (c) C/P Speedway Mfg. #CR-1912A polished C/P stops i smooth 3/8" O.D. supply tubing. (No corrugated flexible supply tubing will be accepted). (2) Countertop - Circlyn 3201.035, same fittings as above, and with SS Hudee rim. c. Sink: ` American Standard #P-7013.014, 248x21' C.I. white enamel A.R. `Custom Line" sink with (1) R-4505 perforated gird strainer. (No removable strainer). (2) 1-1/2 x 1-1/2 P traps shall be 17GA polished c/p brass (not satin chrome) (3) Speedway stops and supplies shall be speedway Mfg. #CR-1912A polished c/p stops A smooth 3/8" O.D. supply tubing. (No corrugated flexible supply tubing will be accepted). d. Service Sink: American Standard 24"x20" Akron service sinks #7695.018 !� Existing with rim guard and trap stand 2" or 3" size, and with double faucet with vacuum breaker and bucket hook, with stops in shanks, #8341.075. e. Floor Service Sink: Deleted Fleariwell 7740.920. 28"*229". (ceramie tile weirgseet). and with rim guard #7746.0" f. Urinal: (1) American Standard Wallbrook 6540.017 with Sloan "Royal" 18OYv c/p Flushometer. (2) Install floor drains 2" minimum size directly under urinal or urinals; J.R. Smith Mfg. Co. #2051, 2" or 3" for vinyl floors. ' Revised 5/6/77 11104 ` -72- F. MECHANICAL AND PLUMBING SYSTEMS (continued) 1. Balancing: (1) Upon completion of all interior improvements, balance all supply, return and exhaust registers and submit written report to COUNTY. Balancing report shall be submitted prior to final inspection to County Building Maintenance Division. (2) After two months of occupancy, system shall be final balanced and a report submitted to COUNTY. (3) If building is a multi-occupancy, LESSOR shall rebalance at no cost to COUNTY, area occupied by COUNTY after each succeeding change of occupancy in areas not occupied by COUNTY. A written report shall be submitted to COUNTY on each re-balance. m. Noise emission from blowers, ducts, registers or other mech- anical equipment to any occupied area shall be below NC35. J n. Distribution of supply air shall be through quality (Krueger Mfg. - or equal) ad3ustable registers with opposed blade/dam- pers located to deliver quiet, draft-free air movements, also to affect cold air currents from exterior walls. All totally enclosed offices to have supply and return registers. o. All conference rooms, and other assembly areas for concentrated use, shall be provided with room exhaust fan(s) (ILG or Green- heck) with two-speed motor, ducted to exterior of buildings, controlled by wall switch with indicator light, and sized to exhaust at least thirty percent (30%) of supply air to room. p. Attic space exhaust - Provide powered exhaust fans (blowers) w/automatic dampers, thermostat controlled, to provide three changes per hour. Provide a means of supply air to area with automatic dampers on openings. q. All rooftop heating furnaces or heat-cool furnaces packages shall not have blower/s for removal of combustionproducts from firebox. Gas furnaces shall perform with natural draft. 2. Plumbing Fixtures a. Water Closets: Only Flushometer units will be installed for new construc- tion. Tank-type units may be used in existing structures with prior written approval of COUNTY. (1) Flushometer - F2222.016 (less seat) Madera, with Church seat 5320.114; Sloan Royal 112YV Flushometer. (2) Tank Type - American Standard F2109.056, (less seat) 'Cadet` toilet combination. Revised 5/6/77 -71- F. MECHANICAL AND PLUMBING SYSTEMS (continued) b. Both heating and cooling equipment may be either roof- mounted or conventional central system. Cooling equipment shall have refrigerated, air cooled condensing units or central "wet" cooling tower. Heating equipment shall have gas-fired furnaces with circulating blower, NO HEAT PUMPS OR ELECTRIC NEAT. c. Roof mounted HVAC units shall have the following controls: (1) Separate heating and cooling thermostats with bulbs in return air duct. (no dual function thermostats). (2) Install heating-cooling change over thermostat with bulb in outside air. (3) Install warm-up thermostat with bulb "in return air duct. Complete close out of makeup fresh air in warm up cycle. d. Operating controls for all thermostats shall be mounted in weather-proof enclosures outside of HVAC unit. e. Air handling units shall be provided with an economizer i feature, controls shall be modulating type, capable of maintaining fixed air temperature and sized to provide a minimum of thirty percent (30%) of rated CFM of unit. The type of control known as an "Enthalpy Control" is not ac- ceptable as a damper control. f. On units having only outside air and return air dampers, automatic relief dampers shall be provided. g. Blower operation shall be continuous and scheduled by time clock (seven day) with carry-over and skip-al-day features, electric spring-wound, with by-pass timers. Time clock to be located inside building, by-pass timers to be located as indicated on plan by COUNTY. By-pass timers shall be Mark- Time, 60 minute without hold feature. i h. Thermostats shall be ductstats in return air ducts and readily accessible, or wall-mounted in lock-box at COUNTY`s option. i. Freezestats shall be installed in conjunction with high and low pressure switches at each unit. A.C. Compressors to have crankcase heater. j. Zone areas with separate furnaces and/or re-heat coils in ducts with separate ductstats or thermostats and controls. k. Install extractors for all branch ducts and turning vanes at all bends. Revised 5/6/77 01042 -10- E. HARDWARE (continued) 3. Keying (continued) (3) Upon receipt of the locksets and cylinders from the factory, the hardware supplier shall notify the County Building Maintenance Department that the keyed locks and cylinders are ready to be checked for the keying requirements set forth in the keying schedule. After the keyed locks and cylinders have been checked against the keying schedule and corrections made, the County will accept the keys for the job, and the keyed locks will be delivered to the job. 4. Panic hardware and door closers shall be installed per the requirements of the local fire marshal on all wood doors re- quiring panic bars.and/or closers, such hardware shall be in- stalled with sex bolts. 5. All exposed hinges on exterior doors shall be non-removable pin (NRP) type. 6. Door closers shall be Sargent-1230 Series. t 7. Door bumpers shall be Sargent with solid gypboard w/toggle wood backing. 8. Drawer slides - Knape - Vogt - 1280P. 9. Butt Hinges - McKinney TA 2714 10. Cabinet Hinges - 300 Reverse bevel doors - National Lock Co. C325. Cabinet Hinges - Flush doors - McKinney 2743. F. MECHANICAL AND PLUMBING SYSTEMS 1. Heating, Ventilating and Air Conditioning a. All equipment shall be commercial grade, adequately sized for the following design criteria: # (1) Heating Design temperature indoor: 720 F. at five-foot level above floor. k Design temperature outdoor: 350 F. ambient (2) Cooling- Design temperature indoor: 750 F_ - DB at five-foot level above floor. Design temperature outdoor: 950 F-DB and 670 F.-WB ambient. (3) Ventilation Air supply shall be a minimum of one and one quarter (1-1/4) CFM per square foot of floor area. 0104-1- Revised 5/6/77 -9- D. SPECIAL USE AREAS (continued) 4. Xerox Rooms a. Deleted ' eentrelhd by 486-£f1� b. Xerox unit (or other duplicating equipment) shall be served by separate circuit. Wire to outlet location as designated by COUNTY, outlet receptacle will be provided by equipment supplier. E. HAMARE 1. LESSOR shall provide COUNTY with complete hardware schedule for review and approval within sixty (60) days of execution of Lease. Schedule shall include cross-match coding of lock sets to door numbers on plans, and three (3) copies shall be provided to fifteen (15) working days allowed for COUNTY review. Schedule shall show manufacturer's name and catalog number for each item. This schedule shall be considered the Preliminary Schedule. f NOTE: All hardware to be commercial Quality. LESSOR'S Hardware vendor shall prepare a revised/corrected sched- ule based upon COUNTY'S review comments on Preliminary Schedule, and the revised document shall be considered the Final Hardware Schedule and three (3) copies shall be forwarded to-the Building Maintenance Shop; this will enable the COUNTY to prepare a keying schedule which will be forwarded through channels to the hardware supplier prior to ordering hardware. 2. Door locksets shall be Sargent-Series Magna 8 line with FED 161 cutout. Keyways and pinning schedules shall be determined by COUNTY to coordinate with waster keying schedule. No substitution in lieu of Sargent locks will be considered. 3. KEYING a. All keyed locks shall be passed by the existing County Grand Master Key. All lock cylinders are to be Grand Mastered, Sub-Mastered, Building-Mastered, and set keyed: b. Keys: Stamp all keys "DO NOT DUPLICATE". (1) Furnish three keys per lock with an additional three keys for each set; three keys for each Sub- Master; three keys for each Building.Master; and 100 stamped key blanks in the Job Keyway. (2) All keys are to be tagged with the hardware item number, door number, and room number from plans and delivered directly to the County Building Maintenance Department by hardware supplier. 01040 Revised 5/6/77 -8- D. SPECIAL USE AREAS (continued) 2. Toilet Rooms a. Separate facilities for men and women, number of fixtures shall be in accordance with code requirements for occupancy levels as projectd by COUNTY. b. Adequate lighting (fluorescent fixtures) shall be provided in order to aid sanitary maintenance. c. Toilet partitions shall be standard metal units, either ceiling hung or floor mounted, with one unit sized for handicapped persons. • d. Install ceramic tile wainscoat and comply with local code requirements. e. LESSOR shall provide and install all door hardware, plumb- ing and lighting fixtures, and toilet partitions including coat hooks and handicapped grab-bars. All other accessories (towel dispensers, mirrors, etc.) will be supplied and in- stalled by COUNTY. f. Women's Lounge shall be provided in accordance with the requirements of Title 8, CAC, including incandescent light- ing with dimmer switch control and electric wall heater with thermostat control. ' g. Ventilation, wall and floor construction shall be in accord- ance with local codes. h. Lavatory counters shall be provided by LESSOR. See Cabinetry and Casework, Section C-1, for standards. i. A floor drain shall be installed where two or more water closets or one or more wall-hung urinals are installed. Floor drain to be two inch with approved type strainer, suitably flanged to provide a watertight joint at the floor, trapped to code and provided with trap primer. 3. Staff Rooms a. Provide room exhaust fan (IL6 or 6reenheck) with, two-speed motor, ducted to exterior of building, controlled by wall switch with indicator light, sized to exhaust it least thirty percent (30X) of supply air to room. b. Provide wall-hung storage cabinet and base cabinet with sink, hot and cold water supply, and duplex convenience outlet near counter. See Cabinetry and Casework, Section C-1, for standards. Revised 5/6/77 -7- C. INTERIOR FINISHES (continued) b. Floor to Ceiling: flood or metal studs with 5/8' gypboard- Finish: Tape, texture and paint or vinyl fabric as directed by COUNTY. NOTE: This type of interior partition construction is not preferred and shall be utilized only when prior approval is granted for specific areas in writing by County. c. Movable or Demountable Partitions Mills "Mainiiner" 68" high with 6" open base steel or steel and glass panels to plan. Maximum panel width 48". d. Lessor shall submit shop drawings to Contra Costs County Building Maintenance Shop for approval prior to instal- lation. e. halls other than Ultrawall system shall be covered with vinyl wail covering, fabric, pattern and color as selected by COUNTY, minimum weight - 12 oz./53/54 inch width. i 8. Acoustical Treatment/Insulation a. LESSOR shall give due consideration to and make appropriate provision for minimizing sound transmission between office spaces and from high noise level areas (Xerox rooms, toilet rooms, equipment rooms, etc.). b. All new full-height walls shall be rated as minimum STC of 43. c. Excessive noise areas or other problem locations will be noted by COUNTY on plans submitted by LESSOR for approval of space layout and arrangement. d. Outside perimeter walls to be insulated R-11 factor. D. SPECIAL USE AREAS 1. Janitors' Rooms a. Minimum requirements include space for supplies storage, actual square footage required is a function of building size and will be determined by COUNTY. b. LESSOR shalt provide and install service sink, and/or floor sink, with hot and cold water supply, adequate lighting including shield or cage protection from breakage, floor drain, add adequate ventilation. 4 l c. No electrical or telephone equipment panels shall be located in janitor's rooms. Revised 5/6/77 t r 01038 w -6- C. INTERIOR FINISHES (continued) d. Extra Materials: (1) Carpeting: Provide one piece, 6 feet x 9 feet, of carpet material for each pattern and/or color in- stalled, for patching and repairing use. (2) Vinyl Asbestos Tile: Provide twenty-four (24) whole tiles for each pattern and/or color installed. (3) Sheet Vinyl: Provide one piece, 6 feet x 9 feet, of sheet vinyl material for each pattern and/or color installed. 6. Painting and Vinyl Wall Covering: a. Interior office walls to be vinyl covered or painted a light color, white ceilings (if not T-bar system), both flat latex; trim to be semi-gloss enamel. b. Public waiting rooms and corridors to be vinyl covered, material to be selected and/or approved by COUNTY. i i c. All colors shall be approved by COUNTY from color schedule submitted by LESSOR. Coverage shall be complete, without holidays, hot spots, runs, etc., to the satisfaction of COUNTY. Prepare and sand all surfaces for proper condition and appearance. Minimum coverage shall be as follows: Office Areas: Two coats latex. Toilet Room Areas: One coat primer-sealer and one coat stipple enamel. Doors: Wood - natural finish with one coat sealer Metal - factory prime and one coat enamel Frames: Two coats enamel trim. All above are minimum standards and additional coats shall be applied where necessary to obtain complete coverage. d. Prior to the start of any interior finish work. LESSOR shall submit an Interior Finish Schedule and shall allow COUNTY at least ten (10) working days to review, select and approve colors. 7. Partitions a. Floor to Ceiling: Ultrawall demountable partition system. Finish to be vinyl - U.S.G. Textone Minimum requirement Par- titions to be installed to manufacturer's specifications. Contractor to submit shop drawings to Contra Costa County Building Maintenance Department for review and approval be- fore proceeding with installation. OW Revised 5/6/77 _� C. INTERIOR FINISHES (continued) d. Exterior pairs of doors with panic hardware shall have a removable mullion. 4. Window Treatment a. Deleted shall be b. Inferior window treatment, where required, shall be drapes, material, pattern and color to be submitted to County for selection and approval, drapes which are required to be flameproof shall be permanent flameproof material and instal- led with certificate and/or label approved by Local fire district. 5. Floor Covering a. Carpet in areas as indicated on plan by COUNTY, shall be Burke Sierra: Antron II Nylon, 22-oz. minimum face weight, f direct glue-down per manufacturer's instructions.' No pad. `{ Carpet to have antistatic semi-conductor back, man-made fabric, pattern and color to be selected by COUNTY. Rubber topset cove base to be installed over carpet. Pile Yarn: 100% Antron II Continuous Filament Nylon (2450 Denier, 2-ply rated) with Burke Static Control System with Brunslon. Face Height: 22 oz. Number Series: 32100 Style: 5/64 Stitches per Inch: 11 Pile Height: 1/8 Primary Back: Polypropylene Weight Density Factor: 139,392 Density: 6336 Secondary Back- Loktuft 5.3 oz. b. Smooth Floor: In areas as indicated on plan by County, Lessor shall install 1/8" minimum thickness, 12" x 12" vinyl asbestos tile with 4" topset rubber cove base or sheet vinyl .090" minimum thickness, Armstrong Vinyl Corlon. or approved equal, with base at COUNTY'S Option. Contra Costa County Building Maintenance Department approval required for pattern and quality and color. c. All toilet rooms to have ceramic tile floors, mortar set. Ceramic the wainscots on walls of toilet rooms up four feet from floor. Pattern and color selection by COUNTY. Revised 5/6/77 41an -4- C. INTERIOR FINISHES (continued) Hood for concealed construction: a. Surfaces to receive plastic laminate; waterproof particle board. b. All other areas - Douglas Fir. (4) Casework, Cabinet Doors and Drawer Fronts: a. Edge banding: Birch b. Faceframes: Birch c. Doors/Drawers: Birch plywood (5) Plastic Laminate: Custom Grade, color and pattern as selected by County. c. Manufacturing and Installation Standards: (1) Manufacture millwork and casework to N.I.C. Custom Grade Standards as minimum. (2) All cabinet work shall be securely anchored and accurately aligned. All drawers and doors shall operate freely, pro- vide glides for all drawers; all shelves shall be adjustable. 2. Ceilings: a. General standard shall be acoustical the with T-bar suspension system. b. Tile shall be Armstrong 'Minaboard' mineral fiber panels with fissured design, size 24' x 48' x 5/80, flame spread class 25, Federal Specifications No. SS-S-118a, NRC of 0.60-0.70, light reflectance of 75% minimum, or approved equal. c. T-bar suspension system shall be exposed grid with white finish, Donnor equal. If recessed fixtures are used provide additional hanger wires at each corner of each fixture. Hanger wires shall be minimum 12 ga. at maximum 48" o.c. in each direction for grid. i d. Fire rating of ceiling assembly shall comply with local building code requirments. e. Attic Ceiling - to be insulated R-19 factor. 3. Doors and Windows: a. All doors opening into general office spaces and high traffic areas which are not designed to stand open during normal office hours shall be half-lite with wire glass. b. Aluminum entry doors shall be medium or wide stile type. r f c. All wood doors shall be solid core, 1-3/4' thick, as riired by code. --, �o1f►��5. y� Revised 5/6/77 -3- r B. CODE REQUIREMENTS 1. Building and its components shall meet all applicable local codes and ordinances. LESSOR shall furnish to COUNTY a copy of a duly executed 'Certificate of Occupancy" form appropriate agency of local jurisdiction prior to acceptance of improvements as complete to COUNTY. 2. Building and its components shall comply with requirements of Cal/ OSHA (Title 8, CAC) and LESSOR shall correct all discrepancies noted during pre-occupancy inspection at no additional cost to COUNTY. 3. Facilities for handicapped persons shall be provided in accordance with the current edition of the Uniform Building Code (1973) and applicable State statutes. 4. Exit signs shall be installed per code and shall be reviewed and ap- proved by Fire Marshal of local jurisdiction. S. Fire extinguishers and associated identification/direction signing shall be provided by LESSOR. Fire extinguishers shall be commercial grade (Ansul or General brand ) with hose nozzle, ABC dry powder and rechargeable. 6. All work shall be accomplished in a first class and workmanlike } manner. ' C. INTERIOR FINISHES 1. Cabinetry and Casework A. General (1) Grading Rules: Millwork shall be graded and manufactured in accordance with the standards established in the Manual of Millwork of the Woodwork Institute of California, latest edition. q (2) Shop drawings: Required for all manufactured items. Furnish to County Building Maintenance Department for their approval. Do no manufacturing until receipt of ap- proved drawings. (3) Verify all dimensions at the building. B. Lumber and wood Products: (1) Conform to standards established for the grade. (2) All lumber and plywood shall be Custom Grade, no particle _ E board, exceptions noted. (3) Miscellaneous millwork - Douglas Fir Shelves —Douglas Fir, plywood edgebanded w/birch 0106 Revised 5/18/77 -2- EXHIBIT "A' CONTRA COSTA COUNTY PUBLIC WORKS DEPARTMENT BUILDINGS AND GROUNDS COUNTY REQUIREMENTS FOR LEASED SPACE A. PLANS, SPECIFICATIONS AND RELATED DOCUHMS 1. For Existing Buildings: LESSOR shall furnish two (2) copies of existing floor plan, minimum scale 1/8• = l'-0'. All rooms, cor- ridors and doors shall be numbered on plans and an interior finish schedule included. 2. For New Facilities: LESSOR shall furnish two (2) copies of complete construction plans and specifications, minimum scale 1/8" -110" All rooms, corridors anTUoors shall be numbered on plans and an interior finish schedule included. 3. For Both Hew and Existing Facilities: LESSOR shall furnish, upon completion of all leasehold improvements included in the lease pro- visions: two (2) copies of complete as-built plans plus one (1) reproducible set, including notes indicating revisions to original construction plans. LESSOR shall also furnish three (3) copies each of all maintenance manuals, parts lists, operating instructions and warranties or guarantees for all new mechanical equipment installed pursuant to lease provisions. 4. LESSOR shall not proceed with any work involving modifications or im- provements or initial construction of facilities for COUNTY occupancy, when such work is directly related to or will affect COUNTY's occupancy without prior written approval of applicable plans, specifications, and related documents by authorized representative of COUNTY. LESSOR shall allow COU9.M at least ten (10) working days for review of docu- ments prior to requesting written approval. S. Plans and Specifications shall be submitted to and an appropriate permit obtained from the local Building Official of the Jurisdiction in which the facilities are located. 6. All utility services to COUNTY-occupied area shall be provided with separate meters. LESSOR shall have all utilities in service or turned on at least ten (10) days prior to COUNTY occupancy. COUNTY will trans- fer all services to COUNTY's accounts upon commencement of occupancy or upon receipt of Certificate of Occupancy if such pre-dates occupancy by COUNTY. Revised 5/6/77 r 26. SUCCESSORS AND ASSIGNS: The terms and provisions of this lease shall extend to and be binding upon and inure to the benefit of the heirs, succes- sors and assigns of the respective parties hereto. 27. TIME IS OF THE ESSENCE of each and all of the terms and provisions of this lease. COUNTY LESSOR COUNTY OF CO" COSTA, a political i ' i the State f California i N. ess /�y By Chairman, Boa o upervisors i am ustee- for ATTEST: J. R. OLSSON, Clerk Karl J. Weber By Marie Annette Sabatte Deputy Ga"; Francine K. Zimmerman RECOMMENDED FOR APPROVAL Robert E. Weber By - /P 14 t'):�0/'? County in st By putt► Public o s rector Buildings and Grounds By aroperty gen '00000z APPROVED AS TO FORM: JOHN B. CLAUSEN, County Counsel By . Deputy Ki - 9 - 01(02 United States mail, registered, certified, or regular, and postage prepaid and addressed as follows: To the Lessor: William H. Ahern, Trustee, 14895 East 14th Street, Suite 200, San Leandro, California and Mr. Karl Weber, 8 Yorkshire Drive, Oakland, California, and to the County: Public Works Department, Lease Management, Administration Building, Martinez, California, 94553, which addresses may be changed by written notice given by such party to the other as hereinbefore provided. 22. RIGHT OF FIRST REFUSAL: Should the LESSOR or his successor in interest • during the lease term or any extension thereof, elect to sell the demised prem- ises, LESSOR shall give COUNTY prompt written notice of such intention and of any offer. COUNTY shall have 90 days on which to meet the terms and conditions of such offer. If COUNTY does not act within said 90 day period, LESSOR shall be free to sell the premises in accordance with the terms and conditions of I the offer. ct f 23. COUNTY PROPERTY: As part of the consideration for this lease, LESSOR shall install lock cylinders, demountable partitions and tele-power poles. These item shall remain the property of LESSOR during the tern of this lease or extension thereof. However at the termination of this lease, these items shall became property of COUNTY and may be removed from the premises at COUNTY j option. If COUNTY elects to remove any items, it shall be done in a workman- like manner calculated to preserve the demised premises. 24. INSPECTION: The LESSOR reserves the right to enter the premises between the hours of 9:00 a.m. and 4:30 p.m., Monday through Friday, or at any time in an emergency situation, and to employ the proper representative or contractor in order to see that the property is being reasonably cared for, that no waste is being made, and that all things are done in the manner best calculated for the preservation of the property, and in full compliance with the terms and conditions of this lease. 25. RECORDING: A Memorandum of Lease shall be executed and recorded by the parties hereto. This will be in lieu of recording the entire instrument. - 8 - 01031 18. SURRENDER OF PREMISES: On the last day of the said term, or sooner term- ination of this lease, COUNTY will peaceably and quietly, leave and surrender .i to LESSOR these premises with their appurtenances and fixtures (except signs and fixtures referred to hereinabove) in good order, condition and repair, reasonable use and wear thereof and damage by earthquake, fire, public calam- ity, by the elements, by Act of God, or by circumstances over which COUNTY has no control excepted. COUNTY shall not be liable for painting the interior of the demised premises upon termination of this lease. I 19. PARKING: It is understood and agreed there is a joint use agreement i i covering the parking lot for the demised premises and the adjacent parking i lot owned by the Church of Christ, 309 36th Street, Richmond. LESSOR shall renew and extend said joint use agreement to provide during the original five (5) year term of this lease, for exclusive COUNTY use of the combined parking lot totaling 41 parking spaces, Monday through Friday, between the hours of 8:00 a.m. and 6:00 p.m. The Church of Christ shall have exclusive use of said combined lot for its members and invitees, Monday through Friday after 6:00 p.m. and all day Saturday and Sunday. As part of the consideration for this lease, LESSOR shall resurface and restripe the combined lot and install parking bumpers as necessary to protect the building and fences. COUNTY shall pay to LESSOR, as additional rental, an amount equal to the cost, if any, of the acquiring said parking spaces from the Church of Christ under the joint use agreement, however in no event shall the cost to the COUNTY be greater than One Hundred Fifty and No 00/100 Dollars ($150.00) per month. 20. TAXES: COUNTY shall pay to LESSOR within 30 days after being requested I { to do so by LESSOR, as additional rental, a sum equal the increment, if any, in the City and/or County taxes or general assessment levied against Asses- sor's Parcel 516-192-011 in any year during the term of this lease or extension thereof which exceed $4,920.32 which are the taxes for fiscal year 1976-77. Said request must include a copy of the tax information card. It is understood that during the last year of occupancy, said taxes shall be prorated between LESSOR and COUNTY according to the number of full months the COUNTY shall have possession of the demised premises. j 21. NOTICES: All notices herein provided to be given, or which may be given by either party to the other may be personally served, but shall also be deemed to have been fully given when made in writing and deposited in the 01030 - 7 - said persons or property are invited or brought onto the demised premises by LESSOR. 15. DESTRUCTION: A. In the event of damage causing a partial destruction of the prem- ises during the term of this lease from any cause, and repairs can be made within sixty (60) days from the date of the damage under the applicable laws and regulations of governmental authorities, LESSOR shall repair said damage promptly and within a reasonable time, but such partial destruction shall in nowise void this lease except that COUNTY shall be entitled to a proportionate reduction of rent while such repairs are being made, such proportionate reduction to be based upon the extent to which the portion of the premises usable by COUNTY bears to the total area of the premises. B. If such repairs cannot be made in sixty (60) days, LESSOR may, at his option, make the same within a reasonable time, this lease continu- ing in full force and effect and the rent to be proportionately reduced as provided in the previous paragraph. In the event LESSOR does not so elect to make such repairs which cannot be made in sixty (60) days, or such repairs cannot be made under such laws and regulations, this lease may be terminated at the option of either party. C A total destruction of the premises or the building in which the premises are located shall terminate this lease. 16. QUIET ENJOYMENT: LESSOR covenants that COUNTY shall at all times during the said term peaceably and quietly have, hold, and enjoy the devised premises without suit, trouble, or hindrance from or on account of LESSOR as long as COUNTY fully performs hereunder. 17. DEFAULTS: In the event of COUNTY breach of any of the covenants or condi- tions herein, including rent payment, LESSOR may re-enter and repossess the premises and remove all persons and property therefrom. In the event of such a breach by LESSOR, COUNTY may quit the premises without further cost or obli- gation or may proceed to repair the building or correct the problem resulting from the breach and deduct the cost thereof from rental payments due to LESSOR, provided that COUNTY has given LESSOR three (3) days written notice of said breach and provided that LESSOR has not made a substantive effort to correct said breach. 1 �mal M - - 6 - 01029 days after receiving said notice of completion and shall accept or reject said improvements within six (6) work days of receipt of receipt of such written notice of completion. B. The sole basis for rejection of the improvements shall be non- conformity with plans and specifications or applicable laws or ordinances. In the event COUNTY rejects the improvements, COUNTY shall provide LESSOR with a resonably detailed list of the deficient portions or details of the improvements. C. Subject to sub-paragraphs (A) and (8) above COUNTY shall accept the improvements and rental shall be prorated as of the first work- day following said acceptance. 12. PRIOR POSSESSION: Commencing on January 1, 1978, COUNTY shall have the right to install fixtures, telephones, and other items required to prepare space for COUNTY's occupancy and to store furniture, supplies and equipment where such work or storage can be affected without unduly interfering with LESSOR's comple- tion of the improvements. 13. ALTERATION, FIXTURES AND SIGNS: COUNTY may make any lawful and proper minor alterations, attach fixtures and signs in or upon the premises which shall remain COUNTY property and may be removed therefrom by COUNTY prior to the ter- mination of this lease. All signs shall meet with existing Code requirements and ordinances and LESSOR's approval. Any such alterations, signs or fixtures shall be at COUNTY's sole cost and expense. 14. HOLD HARMLESS: It is understood and agreed that LESSOR shall not in any way be responsible for damages to persons or property in and upon said premises I and shall not be held liable for any liability, claim or suit for damages to the person or property of anyone whomsoever while in or upon said leased prem- ` ises during said team and COUNTY hereby agrees to defend, indemnify, and hold harmless LESSOR from any liability or charges of any kind or character by reason of such injury or damage claim or suit for liability arising therefrom in, around, or upon said leased premises. except in the case of any structural failure of the building owned by LESSOR which results in damage to any person or property. LESSOR will be held liable. LESSOR agrees to defend, indemnify and hold COUNTY completely harmless from damages to persons or property and COUNTY shall not be held liable for any liability, claim. or suit for damages to the persons or property when and if - 5 01028 submitted to COUNTY and shall be approved by COUNTY before any cons- truction work is commenced. Approval of said plans and specifications 1 shall not be unreasonably withheld. After approval by COUNTY, LESSOR shall not make or cause to be made any changes in said plans or specs- I fications without the prior written consent of COUNTY. LESSOR shall I make changes, additions or deletions upon written field order from COUNTY. COUNTY shall receive full credit for any deletions. Changes and additions shall be charged at a rate not to exceed direct cost plus 15%. COUNTY hereby reserves the right to inspect during construction of improvements as specified herein but will not interfere with LESSOR's work and will notify LESSOR of any requests, recommendations or dis- crepancies. B. LESSOR shall commence construction within thirty (30) days of the effective date of this lease or issuance of a building permit, which ever is later, and the improvements shall be complete, including final t inspections and issuance of a Certificate of Occupancy, by February 1, 1977. If actual construction has not commenced within sixty (60) days , of the effective date of this lease, COUNTY may, upon written notice f to LESSOR, cancel this lease without cost or obligation to COUNTY. In i the event LESSOR cannot deliver the premises on or before February 1, 1977 as provided hereinabove, rent shall be prorated as of the first work day after the improvements are completed and accepted by the COUNTY. However, if the improvements are not completed by June 1, 1978, COUNTY may, at its sole discretion, terminate the leasebygiving LESSOR written notice, with no cost or obligation on the part of COUNTY. C. Upon LESSOR's written request, the dates in this paragraph shall be extended by the time lost as a result of work stoppages, strikes, shortages of material, or Act of God; provided such time lost is en- tirely beyond LESSOR's control. 11. COMPLETION AND OCCUPANCY; The following procedure shall apply for comple- tion and acceptance of the remodeling of the building and parking lot hereinafter called improvements. A. Upon LESSOR`s completion of improvements and written notice thereof to County Real Property Agent, COUNTY shall inspect within three (3) work i - 4 - D. COUNTY shall maintain and repair the heating, ventilating, and air conditioning systems. E. COMITY shall maintain the parking lot, landscaping, sprinkler system, if any, and exterior lighting system in good order, condi- tion and repair. F. LESSOR shall provide and install at the direction of the Fire Narshall the necessary number of A-B-C fire extinguishers for the premises at no cost to COUNTY. COUNTY shall thereafter maintain, repair, and replace said extinguishers. G. COUNTY shall not suffer any waste on or to the demised premises. H. COUNTY shall not be held liable or responsible for any repair and/or replacement of any part of any system under warranty. LESSOR shall furnish COUNTY with three (3) copies of warranties, parts lists, and operating instructions for all mechanical systems maintained by COUNTY prior to occupancy. I. LESSOR shall be responsible for the correction of any city build- ing code violations and/or Fire Code Violations; provided LESSOR shall not be liable for correction of code violations which arise out of and i are directly related to a change in COUNTY's occupancy or use of said premises. I LESSOR shall be responsible for the correction of any Cal/OSHA Violations 1I for a period of one year after completion and acceptance of the premises by the I COUNTY. 9. UTILITIES AND JANITORIAL: COUNTY shall pay for all gas, electric, Nater, f sewer, and refuse collection services provided to the demised premises and shall provide its own janitorial service. LESSOR shall provide an accessible enclosed location for a three yard refuse container, if required. 10. ACCOMPLISHMENT OF IMPROVEMENTS: A. LESSOR shall construct improvements per plans and specifications labeled Exhibits "A" and "B" which are attached hereto and made a } part hereof, and in accordance with plans and specifications pre- pared by, and on file in the office of Arthur A. Iwata, A.I.A., 2161 Shattuck Avenue, Berkeley, dated August 23, 1977, pages 1 through 5 and incorporated by reference herein. Final plans and two copies of specifications of materials and equipment to be installed, will be , - 3 - ""-- B. Second Option: For a three (3) year term commencing February 1, 1986 to January 31, 1989 at a rental of Four Thousand Seven Hundred Eighty and No 00/100 Dollars ($4,780.00) per month. C. Third Option: For a three (3) year term commencing February-1, 1989 to January 31, 1992 at a rental of Five Thousand Four Hundred and No 00/100 Dollars ($5,400.00) per month. D. Fourth Option: For a three (3) year term commencing February 1, 1992 to January 31, 1995 at a rental of Six Thousand Twenty-Five and No 00/100 Dollars ($6,025.00) per month. It is understood and agreed County shall give LESSOR 90 days prior written notice of its intention to exercise any option to extend this lease. However in the event COUNTY does not give such written notice, its right to exercise any option before termination of the lease shall not expire until 10 working days after receipt of LESSORN written demand to exercise or forfeit said option. 6. HOLDING OVER: Any holding over after the term or extension of this lease as provided hereinabove shall be construed to be a tenancy from month to month subject to the terms of this lease so far as applicable. 7. USE OF PREMISES: The premises shall be used during the tens and extension hereof for purposes of conducting various functions of COUNTY. B. MAINTENANCE AND REPAIRS: A. LESSOR shall keep the roof and exterior of the building in good order, condition, and repair and shall maintain the structural integrity of the building. COUNTY shall maintain the exterior doors and their fixtures, closures and hinges, glass and glazing and all locks and key 4 systems used in the demised premises. B. COUNTY shall keep and maintain the interior of the premises in good order, condition, and repair, but LESSOR shall repair damage to the interior caused by failure to maintain the exterior in good repair including damage to the interior caused by roof leaks and/or interior and exterior wall leaks. E C. COUNTY will provide routine repair and maintenance of the electri- cal. water and plumbing systems, but shall not be responsible for major repair or replacement of said systems. COUNTY will replace any and all electrical lamps and ballasts in the lighting.sysstem after total original tamping by LESSOR. 0125" LEASE 3431 Macdonald Avenue Richmond, California Social Service Department 1. PARTIES: Effective on OCT 2 5 1977, William H. Ahern, Trustee for Karl J. Weber, Marie Annette Sabatte, Francine K. Zimmerman and Robert E. Weber, hereinafter called LESSOR, and the COUNTY OF CONTRA COSTA, a political subdivision of the State of California, hereinafter called COUNTY, mutually agree and promise as follows: 2. LEASE OF PREMISES: LESSOR, for and in consideration of the rents, hereby leases to COUNTY, and COUNTY accepts and takes those certain premises described as follows: All that real property, including parking lot and building improvement thereon, located in the City of Richmond, County of Contra Costa, State of California, known as 3431 Macdonald Avenue, and designated as: Lots 5, 6, 7, 8, 9 and 10 in Block 3, as designated on the map entitled "Map of Richmond Pullman Home Tract, Contra Costa County, State of California," i i recorded on December 20, 1910 in Volume 3 of Maps, at Page 72 in the office of the Contra Costa County Recorder. Said building improvement contains approximately 9,555 sq. ft. on ground floor and 835 sq, ft. on mezzanine floor, and is more particularly des- cribed in Exhibit "B" attached hereto and made a part hereof. 3. TERN: The term of the lease shall be five years commencing February 1, 1978 and ending January 31, 1983. 4. RENTAL: COUNTY shall pay to LESSOR as rent for said premises, a monthly rental of Five Thousand Nine Hundred and No 00/100 Dollars (;5,900.00) in ad- vance on the 10th day of each month during the term-of this lease. The above rent consists of $3,187.00 per month for full amortization in 5 years of $150,000 for repairs and improvements required under the terms of this lease, and $2,713.00 per month as base rent for the use of the demised premises. Rental shall be mailed to William H. Ahern, Trustee, 14895 East 14th Street, Suite 200, San Leandro, CA 94578. 5. EXTENSION: This lease may, at the option of the County, be extended upon the same terms and conditions, except the rental shall be adjusted as follows: A. First Option: For a three (3) year term commencing February 1, 1983 to January 31, 1986 at a rental of Four Thousand One Hundred Fifty-Five and No 00/100 Dollars ($4.155.00) per month. l - Microfilmed with board order t In the Board of Supervisors of Contra Costa County, State of Califomio October 25 , 19 77 In the Matter of Authorizing Execution of a Five Year Lease with William H. Ahern, Trustee, for the premises at 3431 Macdonald Ave., Richmond IT IS BY THE BOARD ORDERED that the Chairman of the Board of Supervisors is AUTHORIZED to execute on behalf of the County a five (5) year lease commencing February 1, 1978 with William H. Ahern, Trustee, for the premises at 3431 Macdonald Avenue, Richmond, for continued occu- pancy by the Social Service Department. PASSED by this Board on October 25, 1977 1 hereby certify that the foregoing Is a true and correct copy of on order entered on the minutes of said Board of Supervisors on the date aforesaid. Witness my hoed and the Sed of.the Board of Originator: Public Works Department Supervnum Lease Management Division affixed this 25ttday of October , 1977 cc: County Administrator County Auditor-Controller J. R. pLSSpN, Clerk Public Works By _ Lessor (via L/M) ey Clark !�67 Cra' Buildings b Grounds Social Service Department 01023 H-S�3J7h Ilm I►!m ' s � w � G 7 � p ✓ . t R ice„ r• �"'""'" _� m m 0 n t.to ` s a t�� 17. QUIET ENJOYMENT: LESSOR covenants that COUNTY shall at all times during the said term peaceably and quietly have, hold and enjoy the demised premises without suit, trouble, or hindrance from or on account of LESSOR as long as COUNTY fully performs hereunder. 18. TIME IS OF THE ESSENCE of each and all of the terms and provisions of this lease. COUNTY LESSOR COUNTY OF C A, a political TENTH AND BISSELL ASSOC., su is' n State of ifornia A Limits tnership W. N. Bogg gy Chairmn, Boa o Super s s T PINCUS. General Partner ATTEST: J. R. OLSSON, CLERK BY ��2cei d Deputy Mary Ga RECOMMENDED FOR APPROVAL: By Count n strator By - putyPublic D rector Buildings and Grounds By -Real Property APPROVED AS TO FORM: JOHN B. CLAUSEN, COUNTY COUNSEL By Qf_�o Deputy 01021 - 6 - 14. HOLD HARMLESS (cont'd.) damages to the person or property when and if said persons or property are passing through, are in or around said demised premises and are not acting in conjunction with COUNTY business. 15. DESTRUCTION: a. In the event of damage causing a partial destruction of the premises during the term of Ois lease from any cause, and repairs can be made within (60) sixty days from the date of the date of the damage under the applicable laws and regulations of governmental authorities, LESSOR shall repair said damage promptly and within a reasonable time, but such partial destruction shall in nowise void this lease except that COUNTY shall be entitled to a proportionate reduction of rent while such repairs are being made, such proportionate reduction to be based upon the extent to which the portion of the premises usable by COUNTY bears to the total area of the premises. b. If such repairs cannot be made in sixty (60) days, LESSOR may, at his option, make the same within a reasonable time, this lease continu- ing in full force and effect and the rent to be proportionately reduced as provided in the previous paragraph. In the event LESSOR does not so elect to make such repairs which cannot be made in sixty (60) days, or such repairs cannot be made under such laws and regulations, this lease may be terminated at the option of either party. c. A total destruction of the premises or the building in which the premises are located shall terminate this lease. 16. SUCCESSORS: The terms and provisions of this lease shall extend to and inure to the benefit of the heirs, executors, administrators, successors, and assigns of the respective parties hereto, jointly and severally. - 5 - 11. DEFAULTS (cont'd.) the COUNTY and pursue remedies available to LESSOR under the applicable laws of the State of California. In the event of breach by LESSOR. COUNTY may proceed to repair the building or correct the problem resulting from the breach and deduct the cost thereof from the rental payments due the LESSOR, provided that the COUNTY has given LESSOR prior written notice of said breach. ' 12. INSPECTION: LESSOR may enter the premises between the hours of 9:00 a.m. and 5:00 p.m., Monday through Friday, holidays excepted or at any time in an emergency and may employ proper representatives to ensure that the property is being properly cared for, that no waste is being made, and that all things are done in the manner best calculated to preserve the property and in full compliance with the terms and conditions hereof. 13. SURRENDER OF PREMISES: On the last day of the said term, or sooner term- ination of the lease. COUNTY will peaceably and quietly, leave and surrender to LESSOR these premises with their appurtenances and fixtures (except signs and fixtures referred to hereinabove) in good order, condition and repair, reasonable use and wear thereof and damage by earthquake, fire, public calamity, by the elements, by Act of God, or by circumstances over which COUNTY has no control excepted. COUNTY shall not be liable for painting the interior of the demised premises upon termination of this lease. 14. HOLD HARMLESS: It is understood and agreed that LESSOR shall not in any way be responsible for damages to persons or property in and upon said premises while said persons are on COUNTY business, and shall not be held liable for any liability, claim or suit for damages to the person or property of anyone whomsoever while in or upon said leased premises during said term in conjunction with the performance of COUNTY business; and COUNTY hereby agrees to indemnify and hold harmless LESSOR from any liability or charges of any kind or character by reason of such injury or damage claim or suit for liability arising there- from, in, around, or upon said leased premises, except in the case of any structural, mechanical or other failure of equipment or building owned by LESSOR, which results in damage to any person or property, LESSOR will be held liable. LESSOR agrees to hold COUNTY completely harmless from damages to persons or property and shall not be held liable for any liability, claim or suit for i�►13 : , - 4 - 7. UTILITIES AND JANITORIAL (cont'd.) receive copies of all utility bills which are to be prorated for utilities provided. In the event LESSOR leases a portion of the building to a tenant using computers, equipment or methods of operation requiring unusual amounts of utility services, that occupancy shall be metered separately or otherwise excluded from the computation of the above utility payments. COUNTY shall provide its own janitorial service. 8. PARKING: LESSOR, at no additional cost shall provide parking for 8 cars located on the building lot adjacent to the demised premises. All such parking spaces shall be designated to COUNTY specifications. In addition to the above 8 parking spaces, commencing November 1, 1977, LESSOR shall provide thirty additional parking spares located not further than one city block from the demised premises. COUNTY shall pay to LESSOR, as addi- tional rental, an amount equal to the direct cost of rental of said thirty additional parking spaces from a local parking lot operator. At the option of the County, the number of these additional parking spaces may be reduced from time to time below the maximum of thirty to match actual parking requirements, and the cost shall be adjusted accordingly. 9. ALTERATIONS: COMM shall not make or cause to be made any alterations, r additions or improvements to or of the premises or any part thereof without i the written consent of LESSOR first having been obtained, which consent shall not be unreasonably withheld. Unless otherwise agreed to in writing, any alterations, additions or improvements to or of said premises, except movable furniture, cabinets and fixtures, shall at once become a part of the reality and belong to LESSOR. 10. ADVERTISEMENTS AND SIGHS: COUNTY shall not place or permit to be placed any sign, advertisement, marquee, notice, awning, decoration, or attachment on or to the roof, front, windows, doors, or interior and exterior walls of the premises or any part of the building without the written consent of LESSOR first had and obtained. LESSOR may remove any of the foregoing affixed in violation of this paragraph at expense of COUNTY. 11. DEFAULTS: In the event of COUNTY breach of any of the covenants or condi- tions herein, including rent payment, LESSOR may re-enter and repossess the premises and remove all persons and property therefrom, at the expense of - 3 - b. LESSOR shall deliver the premises in good order, condition and re- pair. COUNTY shall keep and maintain the interior of the premises in good order, condition and repair, ordinary wear and tear excepted, but LESSOR shall repair damage to the interior caused by failure to main- tain the exterior in good repair including damage to the interior caused by roof leaks and/or interior and exterior wall leaks. c. LESSOR shall furnish, repair and maintain the electrical, water, plumbing, sewer, heating, ventilating, air conditioning and elevator 1 systems in good order condition and repair, but shall not be respon- sible for any maintenance required because of abnormal or abusive use. d. COUNTY shall replace electrical lamps and ballasts in the lighting i system. i e. COUNTY shall not suffer any waste on or to the demised premises. f. LESSOR shall be responsible for the correction of any city building. CAL/OSHA and/or Fire Code Violations. g. LESSOR shall provide and install and maintain at the direction of the Fire Marshall the necessary number and type of A-B-C fire extin- guishers for the premises. h. LESSOR shall keep and maintain the common areas, restroops, parking lot, grounds and landscaping in good order condition and repair. COUNTY shall pay to LESSOR its prorata share of the costs and expenses incurred in the maintenance of these areas. Said proration shall be computed in the same manner as proration of utilities. In any event COUNTY pro- rata share shall not exceed Forty-Five and No/100 Dollars ($45.00) per month. 7. UTILITIES AND JANITORIAL: LESSOR shall furnish during reasonable business hours water, gas, electricity, heat, ventilation, and air conditioning. COUNTY shall pay to LESSOR as additional rental its proportionate share of the cost of all water, gas, sewer and electric service used throughout the entire building in which the demised premises are located, except such areas of said building as may be separately metered to the tenants occupying the same. Said proration shall be computed by the ratio that the total number of net rentable square feet contained in that portion of the demised premises which are not separately metered bears to the total number of net rentable square feet contained'in the entire building which are likewise not separately metered. COUNTY shall _1515- 2 2 - 01017 RENTAL AGREEMENT 315 Marina Way, Suite 105 Richmond, California SOCIAL SERVICE 1. PARTIES: Effective on OCT 25 1977, TENTH AND BISSELL ASSOCIATES, hereinafter called 'LESSOR" and the COUNTY OF CONTRA COSTA, a political subdivision of the State of California, hereinafter called "COUNTY", mutually agree and promise as follows: 2. LEASE OF PREMISES: LESSOR, for and in consideration of the rents, hereby leases to COUNTY, and COUNTY accepts and takes those certain premises situated on the first floor of the Richmond One Building, consisting of 4,545 square feet of office space commonly known and designated as 315 Marina Way, Suite 105, Richmond and more particularly described in Exhibit "A" attached hereto and made a part hereof. 3. TERM: The term of this agreement shall be month to month commencing October 25, 1977. 4. RENTAL: COUNTY shall pay, as rent for use of said premises, a rental of $410.00 for the period October 25, 1977 through October 31, 1977 and thereafter a monthly rental of One Thousand Eight Hundred Twenty and No/100 Dollars ($1,820.00) payable in advance on the 10th of each month.- Rental shall be paid to Tenth and Bissell Associates at One Hallidie Plaza, San Francisco, CA 94102. 5. USE OF PREMISES: The premises shall be used during the term of this agree- ment for purposes of conducting various office functions of COUNTY. 6. MAINTENANCE AND REPAIRS: a. LESSOR shall keep and maintain the roof and exterior malls, inclu- ding windows and doors and their fixtures, closures, and hinges, structural supports and foundations of the building in good order, condition and repair. COUNTY shall replace or at its option reimburse LESSOR for any glass windows broken in the demised premises by its employees, agents, or invitees. If broken otherwise. LESSOR shall replace thein. - T - M rofilrned with board order t + In the Board of Supervisors of Contra Costa, County, State of California October 25 . 1977 In the Matter of Authorizing Execution of a Month to Month Rental Agreement with Tenth 6 Bissell Assoc. for the premises at 315 Marina Way, Suite 105, Richmond IT IS BY THE BOARD ORDERED that the Chairman of the Board of Supervisors is AUTHORIZED to execute on behalf of the County a Month to . Month Rental Agreement commencing October 25, 1977 with Tenth b Bissell Associates for the premises at 315 Marina Way, Suite 105, Richmond, for occupancy by the Social Service Department. PASSED by this Board on October 25, 1977 I hereby certify that the fonvoinp is a true and correct copy of an order entered on the minutes of said Roo rd of Supervisors on the date aforesaid. VAhums any hand and the Seal of the Board of Originator: Public Works Department. Supervisors Lease Management Division affixed this-Z5.thday of October 1977 cc: County Administrator County Auditor-Controller J. R. OLSSON, Clerk Public Works Lessor (via L/M) By NCrai Depth Clerk Buildings b Grounds Social Service Department 010" 51, N•24 317t.15r". LEASE AGREERENT (Village Pre-School) COUNTY _ LESSEE COUNTY OF CONTRA COSTA, a political bdi isi f the Sta BY Chairman, Board of Supery son ATTEST J.R. OLSSON, Clerk BY v B ET� i-�rtJ Designate official capacity in the Business) - RECOMMENDED FOR APPROVAL L4441_ _ By acknow eTE TO L eoent fora Execute Band County fimstrator g (2) if a corporation, affix : Corporate.Seal or'attach a certified copy of the.by-laws BY. or of the resolution of the Pubc _ r Board of-Directors authorizing execution of this contract, vice rea Coordinator APPROVED AS 70 FOR!! J. B. CLAUSEN. County Counsel By MlM iAEL' D PARR Deputy - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - State of California ) ss Acknowledgumt by Corporation County of Contra Costa j Partnership or Individual On g fj /�i97 fo me, a Notary Pub l*c of this Statpersonail appeared �zJ�cia�t..Z , known to re to be 'the individual and officer or partner as stated`above, who signed this instrument, and acknowledged to me that he executed it and that the corporation or partnership named above executed it. Ore1CIAL SE..1L D. FyA�3UC-CA[�FURN:AMNA ca;ra COUNTYPublic_ E'.1MAM.I[.4973 \`� Acs, ,,,,Sur—,z„0;-.M94 2 of 2 • 2. Amendment: D. Paragraph 4 ("Rental") continued (d) Eleven Hundred Twenty Five Dollars ($1125.00) per month commencing•October 1, 1977, to June 30, 1978; (e) Eleven Hundred Thirty Four Dollars ($1134.00) per month commencing July 1, 1978 to June 30, 1979; (f) Twelve Hundred Twenty Four Dollars ($1224.00) per month commencing July 1, 1979 to June 30, 1980; payable monthly in advance, commencing onjuly 1, 1975 and on the first day of each and every subsequent month during the term of the lease. Payments shall be sent to COUNTY, c/o County Auditor, Central Collection Division, County Finance Building, Martinez, California. E. Paragraph 9 ("Janitorial and Grounds Service") is amended,by substituting "LESSEE shall, in place of COUNTY shall", to read in its entirety as follows: JANITORIAL AND GROUNDS SERVICES. LESSEE shall, at its'own cost and expense, during the—It—em—F—of this lease provide Janitorial services for the building and custodial and gardening services for the grounds of the leased premises. F. Paragraph 14 ("Assignment or Sublease") is amended by adding the following at the end of said paragraph: "except that the LESSEE has the right to sub- lease Room No. 15 to Holie mad Ann Snoods, D.B.A. Roughing it, a nature study day care service, commencing October 1, 1977 to June•30, I978, to read in its entirety as follows: ASSIGNMENT OR SUBLEASE. LESSEE shall not sublease or assign any portions of the eased premises without the CODNDTY'S prior written consent, except that the LESSEE hasthe right to sub- lease Room No. 16 to Holie and Ann Floods, D.B.A. Roughing It, a nature study day care service, commencing October 1, 1977 to June 30, 1978. 3. Effect: Except for the amendments agreed to herein, the Lease Agreement of JulyT7M5 remains in full force and effect. 2 of 2itllt�14 y: AMENO10iT TO LEASE (Village Pre-School) 1. Parties and Purpose: Effective on October l 1977, the COUNTY N STA. a political subdivision of the Stat&of Ca ifornia, hereinafter called COUNTY, forand on behalf of COUNTY SERVICE AREEA R 6 and NANCY PETERSON, ROSEANN BEEMAN, , D.B.A. VILLAGE PRESCHOOL, hereinafter,called LESSEE, hereby amend their lease dated July 1, 1975, covering certain real property located within the Orinda Union School building known and designated as 24 Orinda Way, Orinda, California, described as Classroom No. 10. 2. Amendment: A. Paragraph I ("Parties and Purpose") is amended by adding the follow- ing after Village Pre-School: "and Day Care;" B. Paragraph 2 ("Description") is -amended by adding at the end of said Paragraph: "9 and 16;" to read in its entirety as follows: DESCRIPTION. COUNTY in consideration of the rents, covenants and condiETons hereinafter expressed, and in accordance with the Lease and Option to Purchase dated December 17, 1974, be- tween the Orinda Union School District and the County and Government Code #25536, leases to LESSEE all that certain real property located within the Orinda Union School building: known and designated as 24 Orinda Way, Orinda, California, described as Classroom No. 10, 9 and 16. C. Paragraph 3 ("Term") is mended by adding at the end:of said Paragraph: "extended to June 30, 1980;" to read in its entirety as follows: TERM. The term of this lease shall be three (3) years commencing u y 1, 1975, ending June 30, 1978, extended to June 309 1980. D. Paragraph 4 ("Rental") is amended and added to as follows: (d) Eleven Hundred Twenty Five Dollars ($1125.00) per month commencing October 1, 1977, to June 30, 1978." (e) "Eleven Hundred Thirty Four Dollars (S1134.00) per month commencing July 1, 1978 to June 30, 1979." (f) "Twelve Hundred Twenty Four Dollars ($224.00) per month commencing July 1, 1979 to June 30, 1980." to read in its entirety as follows: RENTAL. In consideration for this lease. LESSEE agrees to pay�tNTY the following rental amounts: (a) Three Hundred Fifty Dollars ($350.00) per month for the year commencing July 1, 1975 to June 30, 1976; (b) Three Hundred Seventy Five Dollars ($375.00) per month for the year commencing July 1, 1976 to June 30, 1977; , (c) Four Hundred Dollars (5400.00) per month for the year commencing July 1, 1977 to June 30, 1978; amended as follows under (d) 1 of 2 ,� 'Migufi med with board Order In the Board of Supervisors of Contra Costa County, State of California October 25 , 19 77 In the AAatter of Approving Amendment to Lease, Orinda Community Center County Service Area R-5 IT IS BY THE BOARD ORDERED that the Chairman is authorized to execute the Amendment to Lease between the County of Contra Costa, Lessor and Village Pre-School and Day Care, Lessee. The Amendment to Lease amends the lease dated July 1, 1975previously approved by this Board and provides for additional space requirement at an increased total monthly amount of $1125.00 per month commencing October 1, 1977, to June 30, 1978 and $1134.00 per month commencing July 1,, 1978 to June 30, 1979 and $1224.00 per month commencing July 1, 1979 to June 30, 1980. PASSED BY THE BOARD on October 25 1977. 1 hereby certify that the In pomp is a trw and correct cWy of ars ardor► entered an the minutes of soul Board of Supervisors an the dots afonsokL Orig. Dept.: Public Works Witness my hand and tfre seal of the Board of S.A.C. supervisors cc: Public Works Director (2) afxad &4 25th day 0# October _ 19 77 County Administrator — County Auditor County Counsel J. R. OLSSON. Cterk By Deputy Uerk . 2 H-24 3/7615m r ASSURANCE OF COMPLIANCE WITH THE DEPARTMENT OF HEALTH. EDUCATION, AND WELFARE REGULATION [NYDER TITLE VI OF THE CIVIL RIGHTS ACT OF 1964 Contra Costa 2otutty Medica] Services (hereinafter called the"Applicano (Name of Applicw4 E " f HERESY AGREES' THAT it will comply with title VI of the Civil Rights Act of 1964 (Paha. 88 352) andrequirements imposed by or pursuant to the Regulation of the Department of Health. Education,and Welfare(45 CFR Part 80)issued pursuant to that title, to the end that, in accordance with title VI of that Act and the Regulation,no person in the United.States shall, on the ground of race, color, or national origin, be excluded from participation in, be&hied the t benefits of, or be otherwise subjected to discrimination under any program or activity for which . € the Applicant receives Federal financial assistance from the Department and HEREBY GIVES ASSURANCE THAT it will immediately cake any measures necessary to effectuate this agree- i meat. If any real property or structure thereon is provided or improved with the.aid of Federal financial assistance extended to the Applicant by the Department, this assurance shall obligate the Applicant, or in the case of any transfer of such property, any transferee, for the period during which the real property or structure is used for a purpose for which the Federal financial assist- ance is extended or for another purpose involving the provision of similar services or benefits. If any personal property is so provided, this assurance shall obligate the Applicant for the period during which it retains ownership or possession of the property. In alLother cases,this assurance shall obligate the Appticaar for the period during which the Federal financial assist- ance is extended to it by the Department. THIS ASSURANCE is given in consideration of and for the purpose of obtaining any and all # Federal grants, loans, contracts, property, discounts or other Federal financial assistance extended after the date hereof to the Applicant by the Department, iacludiag installment pay meats after such date on account of applications for Federal financial assistance:which were approved before such date. The Applicant recognizes and agrees that such Federal financial assistance will be extended in reliance on the representations and agreements made in this assurance, and that the United States-shall have the right to seely judicial enforcement of this assurance. This assurance is binding on the Applicant,its successors, transferees,and assign- ees, and the person or persons whose signatures appear below arc authorized to sign this assur- ance on behalf of the Applicant. i i Dated txto3er 16, 1977 contra ty Medical Services f j ,cant �. �,Cttatiata d of ; rvisors f (Presidest.ChA4mas of Bassa,of e aasbo6zed offieWl ; e !. 25nn AlhX n_"3-a Ayan= 4 E Nartinea California 24553 i - F (A?plicant•s rasitias address) MEw-sit r fi� tt:•ssa �, 0101.1 raw APPROVED O.N.B.NO. 60..1265 OEFARTMENT OF MEALTH, CMUTION, AND MWABE APPLICATIM MWER PUBLIC HEALTH SERVICE, NATIONAL INSTITUTES OF HEALTH National Library of Medicine WMVEHENT GM BUDMT 1. LANE OF 14SMUT10G 2. SUPPORT CATEGORY Conga Costa County Wdical Services [a single Institution ❑ Consortium No. of Members 3- DMET CATEGORIES AMOUNT REQUESTED (alt Cents) A. PERSONNEL (Itemize)% FTE SALARY FRI=E BENEFITS TOTAL s C6 C2 CA !r ttA. R. INFORMATIONAL MATERIALS% ee Books 2,225 p journals 515 Tapes o, Video) las 1 M.. cassettes "aC. TRAVEL AM TRAINING (SWIfy Purpose, Persooael Pfau and Dates): Z 4 0. OTHER Oteolzejg O tW TOTAL $3,835 t. institutional Hatching Agreement (Applies to Second Budget Period Only) Not applicable to this gran. The undersigned agrees to allocate $ In excess of the library budget in fulfillment of the 3:1 matching requirement for an Improvement Grant second budget period award. SIG::AMRE DATE M-'10 ::AMZ TIRE 11 �tH-1ae7 g•se 3 Rev. 11-76 r • EWA APPMOVED ' o.r.s. n0. 6aa1265 ONEY, PNS, MIH RARE, AWRESS, ACD TYPE OF INSTITUTION APPLICATI(W NUMBER national Library of aediciae Contra Costa Cotmty Mealcal Services LIBRARY DATA SHEET Health Sere cesl9edical & Menta]. 2500 Albanbra Ave., ?isrtinez, M. 94-5 A. USER POPULATION SERVED BY THE LIBRARY 1. SCHOOLS Simon FAmLTy a. HOSAITALS Nina WM INSTITUTIONS N=81. AND PERSONNEL •yw4�.r�� n xpie Cion Bad CapuQty 251 nLeticians iF :FC0K:MX 14 --' np wry Kate 175 A Pharmacists 10 Staff Physicians fab Perso=el 32 2 Nursing, Degree 100 i- Cossettieg Pbrsieians 86 -ra :.urging, Diploma 16 Residents walth bead, ISO 2 :.using, LP3i .115 -1-- oestists 6 W. & Training 6 Umtosatry 5*- 10 YNs 121 Ph.`Therappt 42 ase Frac. 37+- 5 LPIu 3.19 Qarical - 1200 F2.araae other HealtUa�nd Medical Records 20 7 C �- 21 fessiosalT75Medi I2 Parap"feAverageilea. Soc. 21 use 400 Other s,eeif Hpsa_ 20 2 iZ De nth ;.� B. DESCRIPTION OF THE APPLICANT LIBRARY LIBRARIANS MO. OF FTE MOMPlQfESSiONAL a0. OF FTE 1 01140 LIsRAaY R0. OF FTE ,�. (BSLS or MLS) 0 1.0 LtaRARiAIIi 0 El"IfilEEi 0 LIBRW COLLECTION atom" LIBRAW COLLECTIM NUIMIER - 21okzAudiovisual Specify filass'taos, etc. subs. Jowaal Subscriptions 19 riln, Rtr-lns 3a 'Position a — Librarian reports for duty Nov. 1 JL9771 Audio-Tapes (y!x Video a -s EQUIPMENT (Describe typos of goipseat such as TNi,slcrefers resdors, slide projectors, pbsteseFy machines, otc.)s - i — Video Ouse Le 2 Tape recorders 17-slide 4roJector 1 electric typewriter 3" i C. ACTUAL MEDICAL LIBRARY OPERATING EXPENDITURES FOR LAST COMPLETE FISCAL YEAR Direct CostOnly) FROM Hoetk, ay, Year TWO t2wath, Dar, Year duly 1, 1976 Junwe 30. 1. �f23044EL SALARIES = 8000.00 current M0OF FTE a. Boats = 9W.00 2. I:rORUAT106UL IIATERIALSt b. Journals 2400.00 c. Audioriswis = 6w.00 d. Other _ 9• _;Uli:tc::T, FURNITURE = SUPPLIES !. LTnlp _APE%SES Iteeize • 1 0.00 Repair of 120.00 Educational Suonlies 70.00 " Telephoar. Sr ^-e Service 260o.00 1 TOTAL •1 a50.Q0 MIN-SBS7 (Rev. 8--ib) page 2 � ,.. FOIA,API91OVED O.11.tl. NO. 6SR1265 DEPARTMENT OF HEALTH, EDUCATION, AIO UMFARE LEAVE KA" PUBLIC HEALTH SERVICE K&TiOX&L HISTITUTES OF HEALTH Ei PR GR"a VIATIOZAL LIBRARY Or MEDICINE -- J MEDICAL LIBRARY RESOURCE GRANT APPLICATION OMP IMPROVEMENT GRANT ra awrd may be cowsldsrod aI"s a Cms}Lstsd &PPlicati6s BATE RECEIVED form baa be" rwelved (PaWc tar 73-Z33) Ia. It"'E JIM =RESS OF APPLICANT 1UTITUTION 2. TYPE GF APPLICANT INSTITUTIOIR (Caomw+Itr Hospital, Ilwtal H"ltb lnstitmtica, •tc.) Contra Costa County Medical Services County hospital 2500 Alhambra Avenue Martinez, California 94SS3 r . lb. COMITY le. CONGRESSIOI<AL DISTRICT ;a. RARE, TITLE, At1O ADDRESS OF OFFICIAL IN BOSIKESS OFFICE Contra Costa 7 ILS SHOULO ALSO BE IIOTIFIED IF AN AWARD Is NAGE 3a. HANZE, TITLE, AHD ADDRESS OF INDIVIDUAL RESPONSIBLE FOR ADVIKISTFRING THE GRANT Glenn L. hhite panda Trawick Professional Services Adc"istrator Hospital Office Manager- 2S00 Alhambra Avenue - 2500 Alhambra Avenue ' Martinez, California 94553 Martinez, California. 94553 T;��9 AREA CODE INUNBER AND EXTOSIOR NUMM 41S 1 372-4400 3a.. TttEPXGnE AREA CODE INUMER AW EXTE11SIM 5• E%TITY IDENTIFICATION NtlIIBEN Ntmeit „ 41S 1 372-4417 California License No. 070100924 6". ;W%RESS OF LIBRARY IF DIFFERENT FROM 6b. COU'ATY AP?LIC;J!T INSTITUTION Contra Costa 6C. CCMSESSIOMAL DISTRICT 7 7. C aTIFICATIM I, the undersigned, certify that the statements herein are true anJ coal- AM plete to the best of my knowledge and accept, as to any grant awarded, AcclaTa+cE the nboligation to,.cepply with Public Health Service tests and conditions. E. S2et;ATU3E: SAEF IAL OF A:?!It ' itlU1l63 DATE �C OCT 2 51977' 1N: r1. Cridinal Oaly Al" Ink TIM U:W O MMORtZEG OFFICIAL TOILE w?erw Siaa.atvras :rarren geSS Chairimait 7'ii +tccp.abls board AIt71TndR� withwboardorder Roard o. Supel�visor�lr 1S1�•,`o,V�/71r 2.11+-1537 (Ray. t-16) Paas L In the Board of Supervisors of Contra Costa County, State of Colifomia Act�bar 9,5 . 19 In the Molter of Approval of Medical Library Resource Grant Application-Department of Health. Education and Welfare IT IS BY THE BOARD ORDERED that its Chairman is AUTHORIZED to sign a Medical Library Resource Grant Application Improvement Grant for the Depart- ment of Health, Education, and Welfare in the amount of $3,835 in Federal funds for one year to be utilized by County Medical Services for its Medical Library_ PASSED BY THE BOARD on October 25, 1977. 1 hereby certify that the fon p*M is o true and corroct copy of an ordir-a to ars the minutes of said Board of Supervisors on the dolt afonm@k. Orig: Human Resources Agency Wdown my iw d and the Seal-of the Board of Attn: Contracts 6 Grants Unit Suporvisors CC: County Administrator office "25_thdoy of October 19 2Z County Auditor/Controller " County Medical Services • 1 R. OLSSON, Cork (Human Resources Agency to distribut0si per; Clark Kaxlne NeufeZd Ft:YIN176 t5m f Z:;Us AND :Z GU"_O..OT)S• �. :t>...�..•:: :� i.�.(:an�a►-aaf 't-ataw-_Y Y.ji. a! a:n_ndel(43 U.S=IWT. se ;:r s::`...o=w+,::�••> s::r.:_e a.+..- :=s Crn�-r-..:r oo;rocas nrx:r,!,'Y:s:c^»Y se: ST�: L?_4rA)-x:C - ':.ar. �e�..G:.. std;lir s_ar pn.^7+ae s" c.._.-r_;53 a� S^+:•rst 7vayr.r*vne--m W.:_'•+! tom.:: != .z:.�-::;nfr_•. �.t a.- A cct- ::n+ PF :d.2 ln_ !A- r. 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L•x:-3Cn.1.. a:d^.s t =r---tee»:s:a:t:=c=• �Y be acbStr- G':,xx!�ar_ ai :tars :0 !o•^+`..vnc :,e cvatro(S6 p¢oammo:s,o:ac=re rte•:`-tun's to the Sys:ca_� 'ar red- t:=Cer this coo^ .. .►..t Le m ttcr__Z_-ty w":c. o.-u eoa:atre4.Li.. iasa:_a L:oCr_- or _ 1 (r_% vt the:e-:.s Azd comm! . of_^^_•Asa- otbr:M'ss adfv,44 Pa••want..o the wt::r: ! -Zee:a::_- ,_=e of czecro- ^acted b..�.9.Z:e Coa:Y-or S!a: s- or JzXft=nr O.,der 21- e!t:Ct p:o.sbrs apps eve toptsa as dra=-Sbed in see»on ._.!'oCw:.:17or�:•�:.>>resrC;„: tot7a:;asftofthis erdl!lOa13a:Ts;a-rear I10(d)or=*Ate-.W-.(42i)S.C23STe-3!d)1. *a aa..'-C r.+e_-p aw! Farts insotr^_t mseatl.Cars:^?=ra aS.es- =a approved =pjruasn:a:aa pCoerdt= 0 p_M--`' :.rsor C:e=O roa sort .. Ptaa u3Gr_ -' 121(e).(r see" :ili(dt... h.. _ sa-tzrrressa!n_.rescs=ala or ae app:osed L--Plerrw-:.astfoa pro-td�er t�AF ::r z: �: C:�.•-'^.Ys•a raga:-1'.a: lie •r.�ioze-• a_p"�.»t =r_:be- '-be Coaosctar under smtum S1S(d) or the 3:: 3c:.,(:2- caa_u o! _ SrS:�_cn. c:.;.: '++i or se`ee�+-that az-7 pmrw CZ.C_.tWT_-7td))« airs d- s2jm:s.spm:dCans,alaeu:er p-'o+F� (f) The ZWas Cies» Wa:r ^a a hhx ai.�- .=. -(3cb are s.•h-r-.......rT..pyd 1s sada ZZA .. :� c-�:..a-x� er 7u..: Clea a�-oS.-i -�: fins). rw.••^•.-t rtPo:is. opsy.=.:3 atesas f�7•eie�areoaliIs,lia:'st:ors. cou�"L' - • - s^sa xsw taaa�-s.a otser stoeY sttbniand or sh.!es. d0o4utoa.p'otr:5t�aa.aLa3Cs,rd.or o ire:ts- h z ata spayed to be dCSrtre_ t:G 3s car- tss Seater Act or eonta m*4!=a�,h- Ia a.:rre!aeee sr::_:_a fc!!cs as espraewd ;-=or att/cs sea 6asa3s}ed or g.�C"•eed 7_^d 2a 1,(1 C��.!�::_e Ca:z:rx sgreat 1:h" s-td t4 s•Cxbstss•.b1 L`Se•c`trr.•onmeaaif patd •'-•r tb5 ootet:aG.free=md w t3 gna:_r:s._.ali baa•_eas s.-.-ccg btu- P:otedio's 33�7;or IIT-1-3".i:e tW4er ia3 :,..s chum as-Sib ert EM.0-) are aWjeC area a=:-:^ see s_-� _s.e •._h_t "- ' ttA zo :Ce .��'� iz tha II:t:*d szktas as net aporovet!gro+�as;.aa SaWor`ssd b7 seC.,.on , ;:Svc:cx-1*oppor".,.=`:'b 2-�::.?+-•+Lz'�t 1rxS t.-.SuSpa.:D cc,40 G3 P•�'0 az;. 90S of s:7sitc.tG (55 II.3C. 2:.-i?).or . -r�omo=ce of Mk...;�»:.ices:.d tnta:xs by a tea'SS aars=hzeaS to eest•�ComP::snea aa4 arb^n» s's, L?a??* C:o sit CP8 Pte..LQ. Ccc:Oa' sr`ta tan_ as-entd-red,h - the ema of e�tloOL of-�sgrftmsct.t=- `� .oma' ta.cpc�`r.s:.::::ar cov- :car ms CL-4. Cho r•33:to Oce.ch -'tate a:e Cs aectixi 307 o[ qtr•Ws.d�AG t.3.G.S.0 .. .,.. ease Sur-SaSjeet Darr,to:r.�ott or L2;a.--- oh 23tT). .0�•:. _ .t Cca-attar�_-^�a _is so gr.-sw S P=.-460 (S) ZOe rash "C t� =esu cc=- or seat:- r.,•e--t7'', 'r.-ctrl'-:?s•.t or:a- se*Leucre•for any v►.-:t of-*., _!�Lomat:ii:.or w2zr else.: or ere-:. :_:s m Y 4 =%d Lara ae;ter do to P Pz;.7ars of=is . .. .. as at enc or�er+:�-:_t:or a c c a--_rte_-p=tme`a:t3sd GOy!ptt:amsial a so asna ooz~Piaue - rr.»+. Ye'.-.;m a eoa:� sS."SW&-b s the Coat: L'xt^-,.,-r a schedule or PL=oc.,erd or sp2m- yr- -n. - s saran. rc- e:-p "CL 2"or is CODSe_g�_ l4 the Goecaic•_or�)copT• tironaseaxt P.orweC+oq .ar':c•..oa: the,_- bm%ch Cr �:o!a3o» of :t:s aa,:7acr the a=dr;Maura.as pt a-Sts b7 aatd ovvm=! C W&Ler Pottattoa Costaq or�accl-: G:m:ee+_.L Saes:`.e 7%=- t s s:rui this as s mblcfoett m the- h�to tSa GOse3:ew sacs-ttb ttu� .Sir Ae: roeascc =o,:t::a]tii?or 1.2 i-:Ctara"'.Ae as sec Sor:A ed AAPS C,bat - Gr.3:ee or Watat Act and as..Watt! gm- t0 dmWe: .':•e.:: ::s t:0='-ac:pane or 021- d.^d LSe Fedttts! GO++et--stat :rse.-ss, s asaa.thomm - .o?W-,-tie. roneaCmta.Sad L-:eseriatt ` sldr:s:,.aa. r•r other><vs• :tps�; the :CC t:.xtta+ to pubt!sb Cad sae sacs (S) Tim teem?aCnWher=saa7 bta!e - a=��n: o: St:G: t:t:tee`,a.•.,a�. 7e-'Oe':-.s"ra. �ate:tal�.L-i rrbow or On;=m 3--d to sathor- ULC.Pune.LCS12:14ow -stnwuSe,Liao les- t.;o?cerat•r.o:cv»==T•r»t:re. to others to do as Tse Cootraeter stall sal.or otber ca.stz;Craft.loosen.a:s.ie ^ 14.u;.1...-s fx:ode p±errtsenas a(r..egc5:s w r_'re:sa:. of Cp*M3nas.aw=ed.Leam-L or sal is a �•Pu-•,-!.w of thri eo0d:3aa to an sC9eue- bT s rant-Cera or st:booa mr Ga k C3- i:e:,by•_h-he'Gr�-r. :`:a: �:s.:.es (�the :ac:s*x; ttad to pmdua='op.^.:: 'e gra- L: Lts-Petiorr of s cOnca,-t or . -. azbQ o¢trasc t<'Se:a z Zcz_"oa or c:e-a:' :.run Of c::c-.alas.ct. -:::s.e:opera-se) lett Bs=_ _ eoc Las or laeirdeo sorr ►h= " aeea ke:eat Cc Z.cea st tt late;a,,:a:w-+;ere•-�:.:� .e.::_be t�ivat-aa- .noxi-n-ux W-U.sT l.U-im o :sou:ta: o" b":WUm& .•!'liar, o is•.'t•-',••• .- rx- . r.�.-Zu cure. t:a mCi loom'.,., 0C at+ a:.s.:2 be :or, 7.::r ow:a:•tip:o:r.to arcat of the deer...ed to be,a fsCa g-.Cees whom ::a Gr=:s:.s ur at 3i rz a Tari za.•s.-d seen+ !J 1x-_:e"4 to C tonirc t s+t twru of IYseeror, OM"of ==T*- L=4 a h:.r:si:or s.cw1=4:a-.o.a3:+=V&-- z.1mos YO and rets otXv,_--a C7p.Ye0te-4r- - �eu:s.:3:Cance:o taeasz�;C asmrod- r sa:mi a0 C Z ter SS.) - n rr =ee =sc=r et a-} dere--'-aroas (a) ;3e Coa`:YYtW a.�ve�s 3s fOrAMS: t5sc ladapradet:to liSzsys ane•loauad ed oto ore oit-S-. p-=:o the P•::a-_ice of%h:s tna- (11 TO Cmspy sf:h CII:Dt rs,_•-esec� ��t�at arm. - - «a. :e Gzs-.ee, a?. 77 sr^*a taatice at Seezzoa t24 of tae C"A Are Ac-- as (PS Doe-T"it Pr:edO `;3:43=1 FE2tkitl 2iwiMt VCt_4S. ISM:i_---UM4Y F--.WA" 7. 1977 RULES AND REGULATIONS 5099 ;.! _:!:: y*r:-tA �ror'_�L _..u:Cr t,.-.•).as s.'_!s:i-ter: .i:'?•r cert-t..'�:r t.w&t r c:-.:'ccrC amt t:.ccs.:o.' CL nJ,P".-or- by x;-ewer: .:`s a✓:3rr _^_:3 Cray a c-f rA- C_-:� {a tr[ta:l... pv.::l ^z�.=x.�-tj S.r=?a7 ocf�rs-ia. sr eta•:::a-:!-aril'✓t- ca-.-.-by -s a - = "'!a stz-rra:uss. rf) G s.or:."'=i1z.a:tne:r_ :a::2•f of t«. ....�t:Vie: ___... ..e:ay, ar tat+:trap •;res saA CZa un.::5,:: C:�c:�ac:.x G.til:.:»etcr-�sl as::;..tin=+, 11 s-.tt•.,{a-,ai•<•;:= kj.!G'r�a:rr.no It !s detwrCll:e•I '!!%; tae Cn::-t-lrnr Lzd ..: :c:::is. :<..-i't ::.a Cct.:.-aw••-..:-i :.i;u.:.:e;sz s:.:�l Da ass:la t:. da this ass. s:..: rn La!/ai Less C ZZ .Y- :_._ _! f 4:. ..s stet- :t'ata/ t:A--T.Of ls.-rr:r:aa w d<-lezn at to h. lft'.v.n e^'-.!+f:ire»a wwlr m- _., S• ..er.4Lt t_^.rt•.w::(1) Cis::vt:urt�.ce vSl•Jia»DTY aSGf o:thn G:xc:_e-;n J"!:L wftrt:.s.:;si ars:ee- ......'. ,L^ ,.. 3:3•-k:rd::: Sita:! be 5.c 42T n.»r- tacaw. the 1a 1; of c:ea:s4tVtbeznadfZa,:rordvl!.^.,::►:.� _.. las - :"d:r�-1= it.-, Co r-�N:{sate of :.'i.s nt--:.'ua o; (=r t-V (c)of ties ctata+. _ "'�� G.3=.rm:� . ?:� : e-_ _=L':=1,Ys>7e•:f::a:.'::+. :o: or e3ctud.•d tuzafe:.auj etbet p:..::.s:ou 4+ Y- Under (til ntwiaa .S.a tet :.-a:L :h.:rept a-_:ay be. :d:- rxt,e provided In: :r:'ts t`t4 t=srx (c) No c•--k= rants ChD,c!s-:a•s slt�:: b•. t::.-s a;:rraun:- z1.1 :-z=s. cous:ar<lai-is, --_-z :be C>,a::a ar y^_res alto-ad(1):or on,a,s•a 1--_eta:red rs+are:Sac c:1j;mt?a rad ocher=a=ers!a gt:"=on be- •s rot:.: �. :h_.rL :r{•»^ed: 3r.: �7 eatz b.losa tae Can:--actor zhzit D,.s• tv7eet the Grantee 3=0:2 Cnaas:.a:_.s- n Via:• :=e e-w n-dvfee- =,ttwd tbe orsa:ee In.:arc w'the as:u 1fiL out of or r>s«'ag M th3 sa:7*..-raeat or. .. =1 m _ 'lch the G.'sa:re s :ydtiro to a.'i t=ro)sed(b=t Cala ns;.•-e•,-,enc the breach Lb:-e.>!--a M br s:S[-. -c.?o-s:Slm t=• sba:t ah3i1 ant applj ata to s.rt-•a teaalu¢;::ata a t--+t:o¢If the yarttm k+rea autuat!7 :;rM __• a.! •-'•.^:a * tv.t re.asauaS:j l3- zu.pe¢3LM O-der).au,-t:l u=leaa t--ft traits- ar In a ewsm of wrap•--enc purrsar on Wnb- . tip--r.:bs :tea to !:a: sx:zd,is 3--ad:o%Tit=Z ae L-%'.La Stw:c in:i3L• tan G.-A:t:rt Ls 10-.z:ed. __`sew_cefx.::+SML..�::ons acxxi:s pa.lesSle atter tae ter=`ra::o¢oC ~:et :.•--.hr C-,=— tz:rc::o a.:rr:a T-aTJ2�.iK3i TO X=22*^ca sj;e^-3io3.twin,.r. tater^sy:s4 D•st c:x=:a:u:.;•�:�c:r aa;ss:=:A:tL^ee::hss Fat latae tail the Ca:.e of real pajesaa: :=1) The Corn;- for steal-- t,la boon, ,._w;r tta:.an:.racy axu. dccu--ec:s and off:~ esA:ence dl-. c--_ :__r:staler (a) arbors ILCtlr to i D:& I:e.IK 1:'.7L-Y-.`C1.:�).'r - (:!) s�t+T•_3t:'�•:':a:ha G:s::e► a:..<n baa: w with uz.:r, tvs o, :.,4: � card- -.. �•Za'.«ens u:uro ,�a) '-'S!s a{.a+rnr_:�j b•lerxlza:td!a ase arta¢ gtcr.a:fy any.-tC :.acouatL^.Z - aan =JeeS-? erg .S s:.•eh Gala.u:lean .Chose ar In,P, [s cr:ti=g bj et•3r- P+-t7 PR�?L=a::1 Prxrees com-03:03T s,pug `.s -ed.a a^ec:e4 bj�•G._a'e.^• 1= t+e ere=:0:subs:angst tastu--e by the attd 40 f=lp-30iiry5.and:7ftod.T'_e Con=ac-• .h-s >! e`er•-+ h :.- %!:* mm . h- ash r_ pa::T to f"'A'2 t:a owlszctora t_dr. t<y ;tautt moo r,:sl=tri=t`e L•�udsf Into:- c:rtes':13:Dr torr+t•^_der. (b) =-%'f• the a{rerc=ee:ts-•ou :&rn fzclt Of the ter- ft-Ala Aad dart asef Sp t.Rr Coot:at.or to t:l t then a_ _e Co(b) abotcr far a= z Party: Provided. Tbs ' :so stwh the pre,-%r-%r .r su;p1wt or:ha Vc4c.trb-. tr.^rYr-s.tys=r7 be effected umlou the ot!twr mi•,tom rxlulred :.ads ao 33.SI0-3 in _area«C:r s:a1 b+ Ph--.7 Is;tura (%I not Irsa t:-a ten (10) erect on the date of enc On or tbs con-. :a:locea-i'ani•--.ed :--al pryaea:ceder �..,�r by mm':� =o:" (deltv'red by trace and a c0`77 of t*a est su.:asr7 sub- -. e•�..reat —L rota-¢rere:pt r-qu»-rdl of lnl'od to the Grs::ee_:fie Ge!t:G Stares^s- s,o-a^.-n-<e s:-z ea-nL�xz L^!en:to to-'ass•And LTi =3 00PQr:t•¢ttT s!-t�rr:seatal y,-t,.a•::Ln Ag MC-• tee.Carty- - (=_sc:aw:s.a�.L•:s`s!•oalT to rrs:rtrc- fM eo�ss:lta.:.:oa+cnt.:1 L.r trralait: ypati• t",l.-r Ceat•,l of :sr U.-:i:C St,_- true Pr-"a-•r^ IIal:ed S�tea Dees• a: of Labor: Los ) T-1. 0 (b) T.-n ar-re=n:=Ay be trt^-«!asted is C^.cire Izad%-r Sus•:.-x- ::�4cmb-e)or - (a) Te=e C0==--C--,r shs21 p.�•-ptlj, aid 'to!*rr is pse.In.art-tag by the Ax-7 or their duty aut!-,n'sed:• :n:•rz!a::Tez Lar lta ex>rsr_lsxe:ProaeGe That ter Con- a:s:I)Cora a.'ets:c:n such 1%co;t:.renxCs. a *Gra.:n-:= ;art(=)Subs�ars L�:tar!a S!sea (1) cot leis tnaz ten (101 u_^.te=sa ted o.hor er`L-des:or L'st jr:-yy,e . nhrrt•ti +AC:'.ate a:trs s:te G`=z es:ears-raja ar:l:_w:s rw=,ce (t.clLTera2 Leeof UWIDW--to¢.sudli a�m.s-1.-Z.:.�.a Can- :Y; tb:s pb7wca!condlloes c -_ rr ' re aG nary rvr=m cr:pt nquea:ed) o•r-tractor Witt prarCe pmo,e :.s r«!:/•as.Or 5t:e1j,- n: <t:e_o:a«•�:a:aut rats.--a-d::C_^.q !=teat to Lerm1-3r.r mad (:) as op;nxt-rit7 ausrn anti 4ttper,..7a. _ -r t�y esco.,ter-d :x aasultmaon s!tb Lha tertnizz-L-+g psr:7 lb) The Crn�--A&er x3:aes to 1ne!_Gs :._C rr_e:i:y�a.:.r_�-e.:as�.er"a;1a eo:S :'r"•a-tJ r••'•••.•`•�•••• - Pv:n.pspCs (a) ---.± .51 or :ha c:suse is - - art b13 contmeta t:_d al! '.tz-- :=tsro=rzac:z_ C, :::z cha-^sctrr y:aTtd-d tar L this eon- (.-) C :or de:aul:Is eCee xl Cv�t7• r_!s'rd to •t. c:xc•;:aGra::e+acs„p:a»:pCj!=resC�:• by t.-,e G_-s-:ev.ea equlfshie 3e4t:stment L., wh,,b am )n excesso 310.C7. - e the c-=r:ors.and i'he_:ds[.teat$ucn ca.- ::a p:-tr.p wXed tx I=Llys- ad:eemen:salt . dl::ar_s e-o^�:.•ds+;so d.---er sad es:sa an be s-v!t but(1)no szootrat shalt be s.'Io eed e-PX=azbecr -r zoz arr+-'C-tz=Myr oe . 1= -ea a or deer-+.,a a tae Con--seaoen east for&mtldps:ad proat oo anperfor^«.at.vers- _ rztcnc saes r:,cr t;_•�e:•�;._-rd for.pe.!oe-_snee of Ir_a or otheraor2-and(_)=Y pay=ect due - , . : -+-s ;)%:;)%:--sof :!I* --e •-reY == thts caa'_•ae;, to the Coats C-Ar at tae:!Se of tar•-tna:e^n This clauss Lr a l:cr-b!e f/ Lte amoan: :IM10^O. vheLrr M=ot c_•a_'t'd as a ream*of sura esaj b•aCltsstaa2 to:a•extent.of any:CCI- of'A's agrermsrt exreds-1 It EPA.a'.:a G^-ntrs<:afi-•)sLdt that <.Ar1::O•�, a= a;s:able szt:t:s�s=t =aC saxai route oceasionrd W LAa Gra=tae Sy:ea- " b-:tea>md:a•ca=-acaoelled-we.ting son of tae CbaSaetoeA ectwAt. 1: ter-_-l- sop Pecs. Includ:_3 Pmm, s:'3=-'sed in aaca:-.—.cly. tx dt alt is wCec:ed-bp L.a Cos- coeaed'aa soar tis cxtrac or Dal Co.,-- (b) ut(b) ::o clsCro of tl-a Coe-•aeDar tide t`la t:sexr.or It: to-reel•for Coas._rrse U rear--bt=3abto tinder :ZLS Cost:-_G. cos I= cla•.:sw a••t be show u=!ma Me Cest:acroe erxted by the Gn=w.tSe ega!*sble ad;'.�:- c-'—*by—7 sirs-+•- �s ly,--sun tea Cattt-s.•-oor,or any subeo•_Cz.-toe furnished -occz:•e-4s:`•ad t=(a) abose: ars:shaU tz ff s resso te'l- pre=: for LxrrsP'•tie cr InacC 'streox or r- :7+at Ta �e p..-�-•tbnf a--t!crs or o►er sat t per:oeme+i Te olui:a- u•yam.troy cru:ea:sa ur*+»'krG Lz h_s txt- thr:elar_sj be a^e=G:-d by La G.•satee_ Mea.:/twat for zzJ>^1=211onsaau pro- r:=%a of rrrn'. met It (ci \o eta-= by tae Co==aeDor for an Ylde for pajt=et:to the Can:sc'.or to seer- (E:A YR'm r ate).then sacs or �prda equ!tsbir a.!;tscz_:ar:eueGtr.shall be a:- tors tr„Gred sad exper�es tocurred pr-vr 13. r-1 it sane-.ed s^-r. 1-.2 parses:under to the ter-.--I2xUO=•L^341=90=to tera-ra- Or Pmt shall bo red=Da tOObT&--.7 and.. this Jo¢�sc - tion ae�emeat casts teat m-bt Incurred b the d'e'ment aball be=odeled.Lm wrtuna .. 7 T to telleet —PIT redue=od the Coctrwtor nr� to comm:tmenta • a.s:srt•�vnN, or smut - which bad become W=prior to the teTaioa• (bj lalltL-e to armee os s nstuC.,on sbal! : I C!As la ax,�cabl.o¢tj to cna.truc- L•oa- be subject tn• fteme6le� Blau" of this ' t:nA eoa^a:ta-1 - (d) IIpoo raco4pt of a terrdealttoc aettaa • Lal -/•hs Gra_z:++.-^_a-otEer the Giatra••tor P'J"unat to pr-•alraphs(a)or(b)abose.tb• KO:t-Sfnel the Contract Ir sublmt to Gm'- aMir snt4l (1) prsmptl7 d coatsmu• fedtsetton udder VILr dense b7 revon at de- -'e, e !A stir'.=;to s::�.•_�dela+,ac la:ernsp:a:l lee:*" cwt or lrtetr-? de:a jubmirted J. .,r a-,p^s::of:^-:.a-t:.ar scch r- t.sa rt all:--esl+v+e a`ected(aa:ao:Se rl Ouct 41L e•::3 CrctAeetlon ist:t- errt.tis sYbepntr�rs, thw ::7'i-:s by.:�:Gc:r—:'e L.b.mart-_snatw '+ -etw'we), stu! (.) Celts.:- or ot`w-a.xe �strartas m uiaR fu it<lacee c/.syse fn :,.--hz ma:ez:r-re•.::hr Graa:e•- a.,a.'-r acwl:ahi•to tae G-=t"alt Ga--s C=aa_ e:c1 r•eh tubo ntmc: regDtr+atg the s.b. t it ::tSn;r••_.—s^ce of ati<,oaf,a.: Lon,3p`:=<atzaak mFx•3.estiaesunt-' a:e. c'oftf—!or to ernoprtz:rlT [ndernt/T tis - ot :Sa asorY ls, +A u=:eawrs5ia �rir+ and soca oCier la--br m-m"os and s.I �.nCe �� r.�•ecRis sa raj bave by n rectilaca:r3 bT C�s.reerar.It tr r.'•so r_�ee:sd t::'rr anry Cab- .- Gr:s,�,d„or t=:-.._.aTrwl Cxtrsa:uar ln'•er:or._!¢ this is t, � saD;eet to saNs Lir_e-ir_t,•lem:!on br a_-1 a:of:'e v-a:i�e L^ad.:a3-h aul ✓ d °3'�a wift genefGW2 require ssbs:en.'izny stmil r <w 'L� rssG.•x'.- tx by Cls to-!t.- to a.: llbatnrr msapir..0 of in pmceea_ is:a rri mirratt/be xnb'a--cost or y lower lett:_�•r�.a.-._..t tz t:ssm==+.cc(or lv/ II?un •�-•,,__.,�•• �sr�t ��-s- Leta re.�bed to Da r-sbssl:fr±Dy hb Loser e f L' .v :re Ls rae_tt2.x.:3:3 s r-wv+aw..t• y-sPbi* (a) or (b) Abol".:b•G:so:eer mT tier sabcontrocfarT.). FT.Aebti 2SiGlS:Cllr VOL 4Z.NO-26-4Uaito^r. iiRUAAY a, 2477 RULES AND R=GULATiCNS .. 111-_1; 1`.�.-..J�,•.�. n-'so as se.Z�:i:r!-z::t aRya:cs Iosre: t�'t fl:'pv:svo�i of Fetf>�;^r til R!"e:r: :.__ `:t:��:-_?:aD_ err. `..»ss ,-...rt7 x:.:. Lir mer'-a: =r:,..: !I ni .`.ea:the uutic ol o.sot ^.Le pm- t=eas�xh prsc's:o-tee ti != .-red to ort cc_�tn2ze i!=Lt.--: pz^-'r`oa!•_:cm? :_�. =a of z '-rza? ,� :'ue:^ran er:s:s Lr:rst�at ez -�Ce) as:-- aro;ee:do---- !,,ac s;sl-n- S:: or L-a: :a� vDas: d las 'S mat C: .,^T a�J w; C tl? F:' a�rzxr y:�:,_,rs La a�+�a f.) :\sari ui Auh-comt=daor f:)•:a:cr :a of :s le;:Ll e't -+.s at:hr S:.:e { Lad.e.-L:ed :r rr+aL`t e?T bis:. o'-�w ssa a de-M a do•iata•.A!Ey a:f- td-pzwc cret-at: to a bire_er o�»-: :::::se(. tora:ei:C t b: ._SSA:.'=.Y'JI.S.t4- ap. LL CCttw..,-. ".tGL74t,'� ... ..z.Q. w oeal Adz—i=-..:_.w=--y re..; y^a._L t,14'Y r1w=11ce.Uh-t rA Lft w r1 bei: Cr2:t3L."'.t mr be d� '0..Ch i`..5':✓.t:to»l- :, of Rtnr.: t::sL i.s dew-=;- :c3:.' v1otmt!0a o, the LniSoc_=- 1•'A uption O: 4.e :CT-11 _-tW:Ct:x•:".�,^.it ^hcra:i�:r'C35 is :.•2 11,) Non-'-4te-cwe •'te al::t. 'n...3!"i-.LJ-C W:.:1 t4::3 S..-`.tiw't�Ztt,and j=.I=)'o: tr ::^r bsss or:�-3:�Lza's de- -he r- (2) ?.o:sioms or thts _ t..2."`'-•'T'n a Is C.j.^_K nor - 7A '.1."OC:.'C^`.. C ^s i t rs iii.=:hrsi or cc i5�:cn:;.tac- a of tx the �rot� , t:cr ci tat Yn ee.w - eab extr_-:a'-p-0- s a'irg. '.ee--as: n ct'ai€sa amd t ocoraa a,:a: ocan.'-+a�or'_is a s e a r.or suits 'sta the Casts:o: o: Ptttt:.r_ud mters-trder ;r.'..4'_;-l3 tat T::- law of ct`er SzAtes tar :cerl :cm cxt ^sic:= e;es'..hl` ct:s: 45.tcot:'rsctsc der,0 _,r =ever•sz� :ser: _:eras as °moi ss ed sx^ .:tztzi 2acoc 12:t bee: r,.-1 h st b3 cuts). _ >..5:.''.t`CLilpra O: w taa4 .». 3.:.756) u .. Summ wry rji:o..,:t:.a. +it i ^ore of the:Jre331=g a,egi:a:e:T y 35.:x: i).:ernl ui ptv ut,rnrnt "f _ - :taJ:Y•� '..`:e issue pa::7s:=td dects:ozs n.-ti+..-r. ."he D'D'=CY AuFst Ad=-Ad= at:h.Comptroller General at =e L=.':ed Upam zeee:at of s or x'0:33. Sd ' 's star�a7-•;,:;=- SA"t's (U.S.General Ac;C:�tla4 Q�� Z5 p.roststpw'sas;:to =iF t 3s m Protea .;Loc'. prr- n:of:::e�e:era:Cou.-s a.:d-zcs� - 2 t.�S-atte zoult defer the Pro- cx�n=und- I=15 e: :ZII.is h ' :ta:'3*,ia=`_•C r- *eQ::.`"`��ts. :.wreck.toot's.—:a.::=(Lot e.•Gii-pie: C't.:+LrS^ht`S trt^.t i-..e protzs=s u t!_tj7 - ,� deft_coat ma award o:tit+`+m4e of mo-,1riTotous or zt*.'soa: nr„ s (b) _ t a deu^' ta;ua o1 .-st ty procrxd tide:a ooatxscS) ra:C , - sue_ �uas ;r> =ed by .'.r R otrs:, the n .z• Ct`e.'�i :►t acz sDaTi refer...�'-, to de. iL tan after'aUve-i of 16 .r.^1 a- !.' w StiDstst*Ljairy(Lt bar s for Lt:E- i}p"v^ ; Lha ���t3^: At'=;_1� tOr O: :..d j?a3 iJ L 26�R3+�a.dL '�Srt�'3 �.''t1•.' t-.-:Or=:Ls re raj t:pw: t C'a!2LF *+^t A Ss`^aW t1> Dei+• ^aile s of o:mr p^teSs •�,a ` s !:arYtss rice vtd A-- -'r"�3^�a'yc ss�iwcsaoxs. GtY.Y.tl: t:zder t�+3e 5ee.".O«^icss S';C.': a x'`.:.CS R'UU3[3Yt9: �t:SL La's ITB*gac-...rtr 23sT sbbttt'.ti2►:tr oiTr tt a-_ p-otr>S have btu rt:c±•.e%_:=} Cte =%=tear Pro=.-it7 to eet i-S pro- T'hu=1-c'supmz-or 9,s*ltxx1rsra lam) Pz:b1_1=ed decs-1-ns at Le C*=tp- .. *iatotss a;ees ta.r. gw- :--fllia:Gt:te-at oL tYt C-'crt; 5�:m or tes:rti P cc'sitar acrtau t tJ aoat rd to to ez�Pm.-T=) � `�Subpart a of the `.!d`.S cox.''a td:` s.' car- ct L. r-+..i at f:arsl res:.iuucm a p �� } the P-'�z.if_de:r-_:sat.an Ls rade a ablt ':ce.-al trC b7 r:Ltr the---='ft or a reaut7 A.- j..) The Gzsut"X=4 the earzz..-a .,• . (c) T%e A.sss�.:.: Gerer,_1 CocseL + . „ Gr- - or the 3r' ss::S- As.t^`' t`"a.... a: .� .t:'stsai that to 2n':ual=;,zoa°�ba rt:aiL^-D, .L.':.a: Couzzes - �.z.-.,..cam:-S'.w'ZC T.'Sw�':S "a.Sb.$W the 2126 V!Ck LA bC 1- a +w .ti _ Yt �er'.a."--"d CtG-t'St!Co:t• . ^e^: ur3ode3d-^-es orr st y-_'. 'R t._P.M==.the z=:-,eh Bract re:2a: J Mct a d tat such g-ovhtoa anti svpr.. et ^3:rtts Sr Fir=: a_ nr L se- a:.Goo Los rsar3:e cc:Les.a:a:d) >a>F�R=tcxag grortuonw Of chis cssr cam,^�s:mtmL of od-tr p otrt z-x Cry-_hats _ Lb)Thl*oaa ,a-Ls isseiea 1r gats:b: b:a where t!--e Umftx«x3 arts estabUzhed sa:L`emOtve- bZr is iQ subpart or b7 t=e svt3. =C.,=- §=740 Xafo_rreatent. troll AP=7.SMCer 3a C^' was a t c.. . es7 of ibt de.'tnct�ststa,a;tx7etssOe exp o;tea _e ttl Catt�y!1 Gra:ts or ',a -.eta (a) laccsr;t_sce xith the ptec:):-'t-- 1%a Pam to tis coo- c �aoaaer s" Covr�-L tis-- a tt s :cam:seek:o u� --: �c•`s:a:s at t`.s gar. b7 t1 a sablrcc to:eaaistwmc ectal-meed s=30 CM - ca°rplish the x"ulred acttcs as pta-ztt.T ---=et sht11 be eaate for erfocte=ta: Pan zs to azerc an cDe darare a taloa of rs�<1Ne la the iniz t a' zc«ca h sccordas:ca zi=ace or=ore its C=at-*c: _ of the n-.o-- tot'soC lw-t3a. (er)120 rtlhss and munt es o: the- (d) A lu*v oho sib 's a (b) 21 the rApr.Q 44rs' tAd='+'t:s- CTS- ta►gsosrej--10r,t=u19s4esrsesa:e 1a. st:'asrC=e^_t to [:_?rotes:pro t.-_tor or dwt 3kc1D► a3)._''.26SC!St=Lzar de- adCUto 1-to any 0tbar rithm.Jc:&'�:•=sdtss.. CecCS=: pu sua:t to 3)=7115 or 33.-= -rr°+t-.,.; tris:a protea:ptn&=a ed par- DcaxtCe�C h7 law or gautyis oca� -t ss si^1a.eo t=-.--I<:est of a —t to this sabza.-t is he=7 p2„ 'L a Copy of rch error +••: t eie__.�e the Pam c't Pzaascst`-td' (a) 1Ra Gauee aasT.at ary r^s.x th= (e) T!:e R:ocedw--ts rs ts.`es+'bFth!s s,".ch Proust to be Ltac: ocsibie 22" cat oattee to=7 att=etT by-vdtZem a:de- aectucm are=at iriem?ed to p.•+el".Ce h- for ft:=e coe.'r'•tz award is" de't(xnaud or macatea:o be scba.-qe orate• fa ^a1 tesolut oa or sail r s 7 a h- ^-sa 332233). t 210 ass? ckac;s ts.the-wam w%zhIa ttre - c.^mwal of protta:a.A t0-�..?:a1~a::tmw e - g"U=t aqa of an oanttac:.t+rtcdtr s bs= r-lt.4d.'sw its appeal ata:;t�t.-�'Le a 33:31 L'm:tati.sw sot tiattted W eaaaDosr: �.r.: proceed'.=w A"11 thereupon L`± A procrst zoty sot be M-K&_punw-3-.L to Lis Lt+sgoc►tnxoo+. 4W4eACe4 draw-. . [es^.,aatesl L:ts stbJidrt wll h:est[o:hs fo w- t`sia-r-4-z s)t . t t) ;pproRttate p ova:oos o' Lc:s =': (7) =a tbo tasthai or=isrc -.of po_= _ Sumpt% =. 14 * Ay be utUi'et:La the d whir:a ta) isst:ta:at a.-4,ss:x trader the pro- 1a of tis 2w 0 of EPA :tiponsib:ttrenew8 trenew= :rte c"r= t;.roT'woct of t !s s:=chapter: .nwym+a;.0&40640.Z rvt.0ti of S&W..or aroc rnaeat -eUmds %=der i2=13o. a•.- ..� . y.s^ (s) aee.trntlam stbepatarrt- (s) A p:otast �Y be dLT='_U*d fCr (b) Iss;�:als..-at to t� -of w.ott-,*.C:s_ f:tlii:.-o tJ cocP17 T.1th ;.roc .^al re- a c.".`•,: e'trowi.'��1�.'E'-4t a protect (b) �7 octet wdttea order or ss oest cu rm nu%o:Lt=zub;;nr:i tee Par:::- =a7 .5a Lltd telt "m u% res;7ecz to Me accts('t"rb torts sa used to Mrs' pa^..q:%p's '.:t:r- ;3:;2D. .].:`:sear. s.:.d .a...._S .';:.An4z'ri ,..-actt:'.:._i r'C•t:":.,. :s of (a1 .ti..t t�rtnde a_"eettx,5stoe':on.trt 'a.:.:iL')). *113:5:. :: 1 ter7w--Mt om et crteLII1S=3"-'a's) 'b= tOt (C) 1ss;:es pz=,e._S 1sT tit a da3 i oer...e e.s Mt r_ '^ S:a:e t:iccri isT 6r O.'ti''w=."Ltx 3.Cd:S c atOs:Pnx-1:td =Lm-tSw Wca::o=AT-(a't L Pact--e.:.;s t.-_. 3i r:-:'_S to wt-'Ch rhe�tst7 AW-1tPM:dd:r3ct:s- the t)nuus stt"jm matue stamsg tte aw. ,.^t: =0 t_ t!:e _^_:fie p..-spa es :a --azar or Pxvv!f. '�t-�a's-as CPMc: and saw"ac=a&trot sad zrd-a for It- a-r•-acct. rosier:- t-s+.es.e'_-LC'_.i t.hu zrc=:J=0 o=- =a%the Casasttor reip.-cs ra►ore r a.s pr--,,CUC^rt to a J:...-.7 t:ZVm==9.•a h!&rMt:VCM!re=e7.Z cha_%'e C5'_-'rt. .. ffzt.lat tFCdS:l'=vol aS.no.=*_ :J toXV. iIiattalr S. tory71 : , 004: RJ:ES'AN? REGULATIONS SOW Ot.".- t.'-!^S!J: ?�iVazt or FLf'.i=�JC.S1 %!S- (c) The..=..n Cr;3 t:=Ee:.'.•.l^.a,t3DC TLlSt l:t:.x::t.•e and I''::..^sr''r ... _ rs Cz 'we, a:ter C� !se^.��or;,:.ar=ecu b;;s rr-_11 o;,Snlos ad- L,.. m.r car•risinxrt h-u rxri:rd'the gra^.:ee s drv"imz±salsa nest=s tC- BuSpart;-?n:•h:s i{nine Aware d_ser--��saon t , �r a eotruc•`.c:a is 1 Lo3 �T)br at (co 1: s rrotr+t s t:'aa.xl. the com- e? P!jtr1.C",r-t.-:7 bra.:Ute riA of runic- M.zt=Eednx report.L amprov.;aCe. .i pr J4.2at v..:v^.=-a••Mn 11:x:7 Utthta tnt n4mired (d)Ihhc grantee zho41d seC1 to reW.7e s p} xt+t L,.rs rc!tit '1 doct_'^e„tz Crary- any such. protest as pratapt±7 2.1 pat- ;t.r^cj:jt _ v �al 3- t^t< '- t t t er L`'..3 int i be tut:'. b7 s:t7i?-Ba ttt?:»i Ic»L:t se-»era.after ria'.•�tti: an :ail(return-ecr;)t regtt=ted� of a Protest.tm!mi .;.?:•.r:h:t ....::tate:^:Xr- Or of ._t$C ex"Mrrrd t.^,a Manner ..^.'C» rt:Ct�T.9t$ttw'r=t r�=4ULL MWrZtr v'%.icd.of ?i•J:.t: :..r i;rJrf.. F:=k.�:'•:-t-S ts: L.Si O?;ri:'•i;ry^tsrabl�s'..1 the d3tP •••• Oi r?- � =for prGJe:re .iALL'`.i[in Of t:-0'):DEEB:. ::1.c:'A a--aU"_je hS u is cr!at"z:st of a vers;xciar-ur-ler zS_:_t) Li'l itr..... $22:'Sarin:.':a^ 7rem tsv?brief \r�i:....�sU`a.•r::_r�.: il'tttx r.rt^,e ton- 4r:tr^ tt (a) A pert3t-irh 3,CL tir.:a.ncittl in- ; -:s /•Lr'r'' 3�s n.:a.'..21:y�ate=") -'' :t ..r'T:C noir: ce?rr:.tJ3"ir:g la ;3...- r.. ♦ : c S ':?rJicK ..a. n.'. .13.i:,,x tri«.^.:Jtcstz u.W not be c33- tet,*t ad-mrse. a.ached by a �'TL.^_.2t, b4 t e, ,.er n:L'i^L'`r a si:zred d ter�±.lation tr da ptltste2tit to 133,i15 r:a 1 se: :1~i- 3 +.:iiia`. T`t tribe respect to-a p.-cctc:eMert rerlu re- p ,or ;','.?Lil tAh.r:n:tuf re it ir. .tr.it� went of t`S3 pert may submit a writ- j :-. *te is henna ,_s!e for :r_oCAU xan of �: , . Gr s z^;uest to tea D+pu?As;start Rd- { the^? ,test P=:o: La elle hZ��: t't tat T e all..p e eat ttatS.'«Yr.^est p e`e..tn± ac o i e tn'tizz L bn!-_v ssstr the bass for the protz*t. =L"-.3tr2!or (.itteaKon. L3s's`.art Gen- a �t,oaw z (1) re-ftr to t!r star ttc sec- � 0 Grrak" or t?:e P.egioc a §33:!� tSCc,7t Ot r.^.4LS+C p:wti%.e..°�S n r c F,. ce A tt^ +. ..r.,- ,• A-.^x..-tisir•.-tor (.h.tea..an: P.egioral 73,:4i ars! i J.T`e Die i;s;s: «.h-'!) at 1.55 St:azs:: azx....t_-te ci' '` - pr:'�bi %!'_e p-oc err-a:-::ones Man .<2,s;,a- Coe earl) for his r2re�r of such deter- sce A L=ar s^z s au�by?Head- ei..tca� reGuta:a tete mina'.:on =de: dA7�sC�re4tstst==t be LR Lh:s sectio^,(3) fdtz;u:+the swine pro- 137-=tr.rant'A e+lu=47 stats U-e baiis t;ua..ers) or t.a P.r;^o:s .2:=� t x6 ;.a - cstrr�:ent fac^r.. L(s,: or Furc:uetz) for the protest-(taciudin? relerr-nee to for t far Srw a a aided b; s ze;ma) ti er clef in isst a. ata tg) iceiude the the specLrf.:sections)of this suboe t at-" a 1 review a.s:the p--otait dote Wars- rzWk.:_Ir',- =nu=benardadd-sof 1'ze(3 to proliib±t the praeurerztrt ac- . t±a:is in auest 'or 1-h 1=72.3.i is L s w iw t±a3),and tac=t be received by the Dea-- ti^e v reacest :or ss:h ti=les s f'tti t e p-rsva rtptiiert ya t^- grotrst�3 tel':Assfttaat Ad.•at!ant utor or the Re- under;23-:0S.:,1.1a Lne L?ae of pr9t9>ts A '' alonA, min!atra:or within one, week ^. ic't he ce rrz2ines are "sr_tirxly, tb' 'Me tart?=Ln-c t`se protest tri:;: xrter the eoinglai:lea--t7 has received f:rolot:s or u-r-:out Lrwr:k Me t.3uty corcur=UY t-^w--umit a Corrzy of tet ini- the gruaws dCte.—_!aaiioa of t!a pro- mor-21 n a}straicr or the Bmor-sl pcatesz Cosa raS ar,any attached test.A rapy of t e v=teds deer_nina.- Zoctt a-•^^to an Other par:fea a±ttt A? ars or:sy take such act xx as a dt^ttt:Zatisl lntr.-tet which rrsY bo tion and of-her docr�r_tation in sup- are described i~.li :zDtb) stet 3�%:t). md,sercrSp nSrrted bT Lhe cete.-^_:::et'on port of the rem:ta;u astaltted zriththefre4restor irs se L or a 33.05 I-a-e li sutatL..n. t.,#the K otesi fg-ne--alis.all b!d5nrs or (is) A p pttii z,ndrr 1:3.:13_*ox::.'.be PrtsA4es who appear to Paye a st baswa- tb) Tisa Assis sn: GraraL CaxtrtreL i e. tsS and rrc so =le Omnis.or Lh•e Ftr>a^sl Cotte el:till ai- r nadd as en.-i,;es lxss'b. durizz hi! :o_ ' Pry>-x;.t or rece.eine to lrot°�tkaE:czitce th^toutiiaia- cu cleat proes,(far es3et7:e,�rdt- sa award the protest s der:ed or stns- lax part.7. 3s well as any oL',er party a:rly atter Lcs.:ance of a soUcitatioa far tx .e'=) =•z�d to the --pprogriste Z'1 with a financial fatereas ahlch mss be bit';) to ai rid d sri?tion of or= ecl j. or Re- ,dve.-Idy syecttd b7 an deurratLnat±on of ss�. delay t� the arocure--enc pro.-rss c±o a :3:Lt_ttrator_ tile est, e protopportunity to present 1 Protest set xor. by §=:U5 mitts § I: Ceaatr.d.termtnaitun. wSumeam in support of their views in be received by the -metre witthinorewrlUng or at a conference at a time and week alter the buis for the prates: (a) 77-is i rzee s reiponslbls for the place coaveafettt tot the parties.as r'xter- 1-iown or s„3u'd bare been :rasa, L-t,Me raom:thoa of p:oteSt3 hsed upon milted by tine s==eat:et G°ryrtl Counsel,. -.lac lever is earli;: iseaetaily. in the rs)lat rs o3 the pro:urtme st re- Graata orP.r�^nazL Cott,orhLsd�f�- casa of forYaltq adrerdsed prOa=rznenL Cato Upo of gal=loon=rt• nee. zzd he shall titerea:te'r promptly (b) >then ra tee, of a tisrgr cr allele j -it_'x':S one Fcei; niter bid osxr�sg, if -Decal LhaS;s:teez~st• suSmFt in c:'ittag his report and mrom- theb"13 for t ep:a)cst Ls,urshotzld have �(1) _&=;lard i e compinl»i:g party and �imu concerning t1w protest to i Ueea then known).Eowem.is the case Lnteze-td r..t:W es = Opportunity to this Deputy Asci.=ant Ar rain'�traar or l of an alleged violation of the zoueshc- ptrseaL are. let slspyort 01 L'x to the Resional fIrair.)stiator. s tive speei..estior recuirements of I=- tbt,�s in -..= or st a caafz-eac(s or (e) Any such toafeae.^.cs should be 1:3.or other reCt'a.-ements of this Pae .oteC E:,:t3lbit meeting tyty� s s e'er held not more ttts:i tea days the grantee may resol:a the protea.p..or ��� ). atter receipt of the re>�t for review, to receip, of bidS or proFaaz s. if. byl3) ����al,r^„tansiotcser and the prwosed deter-inatGon or re- eariler written or other Somal sutiee to port suould be tr-asraitted to the Vcgut7 an.y party with'=a direct kr,cal inzxrest. int--rested m-rdes "a the p.-oc2du.-rs assistant Adana sw-»or or the Regional the Yrantee has stated its position coa- which tae zatee sill Gb4C ve for rmo- wdm alstrator within tea days alter the`. lu*.iaa of the protest: cert a proetzrr_rrsit ra;t.ir�G:t(0 r- (eta set for receipt of the pnrticipaats' that z Product fail to QuslifF ss alt"or t3) ObtaEa ata appropriate extension, wt'.ttta tnater1'U or for the conference "ual"),and.,eher"tter,the protest less of the period for acceptance of the bid The n"Uty Assistant Adeilntstrator or r ecrivrd by the itrnatee within one week and bid band(s)of each interested p,)-t7, the Resk-al%dmtnistmtorsaould trans- from the date of receipt of its mz tYra or where a.ppLsable• fsitt:ns to agr"to a =it hIs deter:sInstlon of the protest wtth � Other formal notate.rA addition.where su.table estatisiat of such bid "d bid ya aclrWnate ezplanatlan thereof to the ttr alleged v±atatian of the nn.-restrictive bond(s)by the ps.`t.7 which initiated the Van.,e and simulta=.00=17 to each par- sArcMcat'on refmi emenm of 133.L=or Pr**—t shall be Cause for sugary dis- ntl:er of this iia.-:,stat ar- sx:ssal of t�t a prtrest by the-.7--ctce or tic1=tl.^.g'v%rty-wither one`reei after elle= st h,rt :r^t to t1 a recei?: of bS s Lhe Ct?utT Assufa.^•t ,tdm:nistrztor or mr'gt at fixe proposed determ.zstion or P naw=rlc.Lhr ersrtremustder'de the Lir and orz"-.t aad reco==r_e_,tiorLL F.;s da- Prote,t• Pra"d-r1'That the protea-.Cas (i) c'''Omt)t y driver (Prett:abiy by tertniratioasaalconstitute final nzeacy ncr:o%rd by x1-grantee wiL-%L-one;set: cer't�ttNl Caul. rr,.:.^retrial hetet+Hard, «ctlan, from tri^.#cat t ere shall tY. no or the time that the :ra;.ter t Fr:ten or by pe.--or-a drat:rte) its".':ten de- ine_*u::.dn::nzs.zai:e appeal. The As- or other!ot^..,sl na%ize is hist.r,i-.e3, teai=MI-on of the protan to the coca•-,'sis!z4 Ctmer^-.l Cos sel,Graniz,or the (b) A protest appeal'sutbAr'.xd by pL'►t-i=3✓•-=,nad to each other. sac!- P.egsocai Counsel may eterd these tint" 133.723 taut be rrteired by t a farpu;y les:;:;!�c� Iitgi 'tis:anis,xTsera app:oM'ate. FF (t,aL Its-GIST.0 M-42, NO. 26—tumAir. i£32ttA21r t, 1977 3 l;�ei ^wUt35 :.V'S•R_GLsdAT2�t.Y5 _ 4 R\: s;:=•.:..sr1 for:L--i ::Cr coat--AL•S S:de:1L•Ars Set:arty :.. :1 5:3�:-3 2.::Z .:r.L•sJ!..:eiGlec C.c.s C1tLrL 5LVw.s:Gr and a ::m » total dot'.tr-inoun.of '.S it1-; and �17��: .::ar s uCs C= C s ►rr. �s=o - �: F-n'.c:aa 3 et:or:a.-fix arl. a Lhe (cl At no dt 1=4! ?r..t.e:'a- tt-s=.:s::r sit as s Pa c7 a"U i:r_:.s- trz cur: -i -' -z" ivarmat.o- = _ :x br-s cr rNcs,c Zmr ez�e.c-tet E =!:Zr +tntid prov'.Ce:n un!2ir comped- '''"?'%.atsl Or m aa7 restgr_-g on:_.e:. t4. `-L..--detaz:d cr--razz than that t:ve•:W-A We b-(xlcstytd:o aa7 es:- $3.'..1,10u;rnl all[M v �c�L•..'c;l 5C:fie sz=t— .-,; a :3-=At.May b-- did— is rn nr� •.i- fl.Hi.. '1v the a:%utrr to i!% :.;tst;:ate (G) ._.•tea c+x of u:er:.cc-rn�:cer:- of?:^7a.'..r;.Sr:�YY:�.y.- ,••a sC^'."iC^.s. 'fir at«'1::03 S:l:x:l b� con-- :3C3 SLlrii:r:' ' _^GG »L'tG i.^.ceL'w ..... ,.t,: j::;-a i;C::t.:C:rx:�^t�t•:.^.tJ; C'L:.tC� e::r.r_ - `-`rt:`S:Cco fA - �L^ ac.:er.:.-cr ci:'s LF. P.zc:i:t^--�s (w) through gh r1) o:[.:_s ire- i .:,,^::.: .^.•c:u:r::. :. ;,_: oniz. :..^.c» P-^,.:..;,s:a o: :.a. L �:-:2•:.. 40 II.iC. e:etttrl ca^trc::+:JS'lin.L11e LD '- SAL-544i.�-t:ncxC g:L"'u.. ��::s the 3.�'s; :X.L L a:Y of -ce..=d ,r:zlnr Ca" t i or!xzmt d r _,_'erst ct-o�� (e) o. trots sect!ott es ' [roti :tl sad L•=. rY ra.?r t_ w�a�' aderesreU :or Fate- W4a C5 ^::asioru az ii C°�Ps^t *.he U--v of rott�: 1- er:O^a Pit:- 430)or ja 1K'C9rdance:li:h s..I=e or iocsl -` a:ecw oc,[.sale c:s ar:t.tet b.ss:,.; ":a s2Mll not be tae(uded L^^ the cors- :,.: .•:T4T!i Ca^al)xt 0:2 any sC»SH'Le- pt'Oee,t::e- _ - ct faiaaur. but L-a.7 Let the szc;d s Ptnti:.io:at o.e?cad a rd fc.,.rcract of an asen4seat rh=ad&r.=ze 1 rata^^il be a :t-. Pon iuc :a tor- t&r w':tr•_tea a of:al by t:^s x..d (a% The�atov rad eX zr-t of eonsn_e. r--..ctaa-+.-d. - artr:r�:e+c Orsi sgp.••a.=t by Ls ' 1 ._ ._ P:aixs O'ce: U rc tu:et under I=- G•ar-11: A�:oc�aace 3...Si(1-s 1'r./tIL 510-3.t-le grs^.:ee:.a3 -----,d t!a ccr3t- ( The Ume for and . The ebleet::a of reiotistiuu shall be tzar•:. (133 4 1-3-3 - --;-ft t.'W grantee dale of eompretton a::he con.'-ac:wr„, '.';e of sound uuaine*s Jtadv-•--t to oh*sats for a:ittr_ ^^D:w;ai of the j ui:(tittZ,where apwoprtate,dates for ::cd goed-r !"'e.^1-7T±p.'2ctice i:clad- �ieCz G=er foe exz iubagree.--eat p`'1-of sfvtirzant tas z. '`.a• ed ter-_ ^^-«ars o:a:air and:ea- :—l' awe^''•---%tz t2terzta•in escess of (e' The contract price and=Pt—:cd of zon.'%ble pout basal Ca t.'ja y.^m's as- 5100.000 and o:t:a air."=.=:.'pis thereof st:r..pCOa of rise: and corL;ibu on, to ptio:to e-t--c:ttna W t:-s;: tee=ra:) r•') Irientivca i=�of key per.,oc.^.sF Ozal t_eKor:=nam a:d roc Me:eiy tbe. (b) V^su=Uft:' cancy-,ft s_ouid and fl'-"ides reemat! to=OMPifs:t' MpPiicat oa of 9 p:adsm^m a2d pexeeat- be aut3ed yrc=PU7. - `hI ie) The Csteat O[ [time: y^,d rats:a: de-or the?�-Poor of st'u+adr - §a=Z'S jn:w mlrwts trm1`7 ne�uia:ell iaZagreements; -»S L:der 33.^•3.^.3.prod-!s der d Buhr-ree:nrasta. Ct'SSL'it az tYe net procenLt obta:^.ed by deuu- (S) '?�vtsion for 'changesb7 t»e :aa ail aiiowabIe,coats (d:.-ect and in-- T-• -='d or exxw:o= of sttboca- Sra.ee witbla the met-rat sco of tie•-• 4!---•Ct% Iram-tbe•psa.:e. (Pecanse this. t.--C:a in es:=of=AM,under a sego- atnsract is the-serviees••or wortc to to - dettnicor of Profit s based on Federal t.zted cx»r-c:awarded,ca a eoatrs-tar_.Performed: Proc t._e n z ciplea.i L'tv vagfroca by a s-s:Gee,cad the p x:;r-tet=d (rk PmTW=for termination by tom' :he :.-'s dr•+n tion ofmt., for other -e=by the con- s~z:tee of gaGract;7 [oras 2ce io Ca- ru'P F'ZltlL on a st Sa; etw=t and tractor t a ara.-s i=surN suoacatmes tauiG the e contractor or for the con C:!ch amend.:.*--t to a subei.t_etmezt un- are to C=:;;a With any of :';•^.`once of the vantee•a-..d.where a^-- dar a S:3a:shou-d be suWc:rat to at- L_e pco.s ars_ st.zz~o. procedure% r oar!:tte.for xespemfon b7 the vrxnzee t=cz pr"'C-sets wha pa.'%ftj talents and Porkies or F='-naples set:ort'll ia;33310. o:We eoatr�s performance of proi- .:-.:sacci s y to Lxe e.�eaRtp' est at except those tai ovtn> e .toric undo the catitraet; ;:2:1!3 z ot+,ect:!x.and a s�•.•,ttr�ems_ W Ser,*...33.100 (G^^.tee procure- Ch) P1:owWonforreso1uft eo:d!rsut- ciaa:an': exrrdiY an co^p3rteoa at cYe mat srste...s.State==d t�I law): ed -a.=em atssl= =%der the coac:..r: elezetc:t2x-'e tact reresv fx perfo[xe� (b) Witton 32.110 t?-vL-s): through adludlea-don. •'^t�t'c`-stt:e the etez':ata of pro:t srkou?d he rweewtd (:) Stctia>= 3r1 C-des o: can- :exr(::ts.or brlsiL-stian.2,`.':a oPta- or the 3 a.ttte as are an oche:eacmenb L of1) (d) SeCa 321S3-(Stra'3 sad ra!nor ( auctions or Feasit;er for ran-'- : Of Price- ., It t obusinwca) ... perrortaaace by RCE CaDLr^..CtOr: :, .lair \rocixcl.,n. (e) Section =-11Cb) a,-- ttiaa M Za the case of subsavec_atz-ex- ' (a) 0t3ntrex are responsible for ne- z= listed�' fxc!!:ta): Petted. t3 exceed 4100.000. a.proTston rvWat++ort of thein corU%cts. Caw-Mci (a 5ecdoa 3:,x;3 cnzd and othe- which re=lres the contractort,az:e-- preetL-eaent.iaclzdi:g nesottation.soy u:las-.' or�--upt pe3ttitz s :and to c2=1017 with all 3P le start..—.e be per:o:`ted by the s:aatee d:zect.=or (a) Section 33310-'. (Cott and pece Grdz.� ar r;.ttistl--a!3stee 7wz= ZO by =other non-Federsl governmental cors:de:atiaas). sec.303 of the CU=Air Act(42 BSC. body. Lc son a: fL-»z retained for the13ST-1-4) and see. 503 of the Suypad F,R P-Vwsmwm :73t::PODUUaa Control Act=UZ.C. pl:.-Pose. (b) -1-* o: restouatons vitt[ 3 SS.SC4 Germrall-. 1358)asamend0;,.. ::ay Ca:didate shall be to:each amaze- The ;rat tee zb3U as*=e that mch WKotfce of ia'sator ar••ef rcT.'- meat on the rovistons at the p '1o=aaadotherFederalreQutretcenmap- p s23.51p=d r:tr out gree eat a d plIcabte to the Per'.oratarce of con»-^act eartt-vc 2".te sran•.ee and the eandiu:s a sor...d ac.� a a�eer..eat and <:su d%e w,as a:rdn.'aUm: complies with the regttlretnents of Uds wov1`d11 pravlilal7a =ceded t0 Llai[a - i1) Thr.s=tood and extent of swot and subpart. r:her m4en:2s1 requirements: contractor wnfoimsance•with the t4rccs. (3) Teenttftatton of the personnel sad ' � � swe- motions and seeds malas of the con- arest tta.:t. facilities aeressarT to aacotnpilsh the layltatittas for bids as zttgtt(sta for rorla Within t-11W regwred tame,tncludt rc arta hems or bkts acs sou:tocladr 5 33.615 R.qut" rrandaed. oeotwar. where re-rded.employment or addlUmal V nwnt crawcw. personnel, subcontr3cUrg. Joint ver- t_a :ot:owtrg stat4Ysent.as Zeit as the tures.et:.. Proposed te-=-s of the suba,Xreemeat. Appendix A to this part contains Standard clam%"sbicb'hail be Lnoudecl (3) ---ov'sion of t.`.e required sersices. . Aay coac-,%et &:arced -dir t';ts M.tet- vrrhattza to 111 subseseewseata.As rsesi la ae:::dance rtb reralat:atu and ext- sa taw rot arcs or r.+ce ss urg -�•.-, -y in the standard clausm the te:a terra ratablshed:or tnr pt'ajecC; and p='O¢ezm ss`c U101i rr+D.'ua% :s°"" -Grsazee"[zeros the awarded t`e by a�&at mora t�L''S:nt 5a:es Eaysoa- .par:7 t ' (4) 3 :41: and reasaaaSle Price Zoe =srata:z'tsteetzma&&.a =�1 grant,and the w.="Caat:_cto=- the required wort to be dete.-mired lr vu las sub:+ct to-Vvz:are taw--'d to meats the pa.-tT to s=-ba-creezaem: as- w-:nrd =Ce With the Coitand arodtcam- ioCr%SUtWh&PW--IL*Ad; ---:t.-d3e.ya-M atr!e.'t3I33A*.Crtttss=bK=eW=4e1t. rua-it abtilSlM VOL as;IiCX 2&--it MAV-RAWARt a:1477 nUi=S AND REGULATIONS S095 • ... !�.rL a th-i ent::e Pro- Ceed S:3+).CrA.S:-t:en:oarm:11 b7 Z?A (i) The necessft3lor certain casts: t s*si3 �or^s�a is r,;:i-e. ? o: a ex•c::or oft_:r:b- r� 'ire rra.+ar_=tr_--.s a: tea:: i ..._cit-won:,'.prjv. _=o,L soli enc._i- ^^L ta' 3trst!at the r�ceu3.7 eewt.;- he cor:w,ed tr Any -�(3) �Ssxcr4e^rr. rot rrceer!ns (W) •abiM7:.d apPt!csbW!7 of ;Mat".For exh a ba.-caterer er<e5- eontL:stirs: r:a;cat:o^ o! pro- rd to ex:ced Sit1.0 0 bur not to exeem, GO Tba basts tt)ttl for ailwrat:on of s s l .» zo aria^•rd sla9,t 0. 5.a:s s Saab u:e t.'tt Droce- ose:fla�..d wits-:and i T:•r cru r rev lt:ttaa of p o- sures sieac re:fa paro;rsalt(d) of:ht: Cr) TheaDpropr%;&ren_ of a:Iceatlons ii ger u r ries :3 _15,(s^ulI :at:at a:as ea;:t:xie^tDnKrss of part!cuu1Ar ov-rn. d cess_,to[iteDeo- . k4 1..., . t-•_r.:? c_:...r.r. =f th_s y sr:. 14) Ei'4 a t?+�+z•s:a:!:t7.2:PA L r- pan- p":��.1 contract. gas;:.•e':rvaivatior.srs:st be sibte far tesie::,nz cost or price data and (-) :%w=ont the esz:uatas:.s thatzhould 1 • r Frames cf t:L`ec'^itsl :+s�A:r•_^S tt;it i!!!r P:v;.aue•::cost or b antis where the recerwary data err � cc rr eLa: i a:e:::r_:s stated in aapea-s zc ePt:s?e fa- subAtM--res: a:alEattta are coa:Pftri-,ons of a contrsc- so erafaation factors agar for a3 siau—neem—ents in ex. of toes,or oceroes current e*tiz—_aW Cc3ts mpg oP^ait, the fol- 3100.UCAL Al:hmzh the pri..,r7 m wa- rsith: :u lac ars sibaut7 for cad:a:�;si:rest: svt:tt the (i) Utual costs previously lncrz-^ed by �!t T!_e C aiitp of the worS(or itis) ares.^.=te.EPA=27 Det-Or=a Pre-a z.d the eontr=tor or offeror: atoirci rcea±s: cost^ss„'^suoa^;Tst:batrer. ear (L) The co¢tractoes or on-roes Inst (_) E'vpoae. method to accomplish (3) FtC 1 east gra fes '7p oD - Dr'.or case esuzmta far,the=Una or a _e vorY• ate consideration siocld be gtren to sin:':ar iters ulth a of h's prior t slsyd era,;Cnce:t^d tec- 150.:10 of this at behaDter area' 3 33-2-15 est_'-er:.is: c,, co^:tete=:e of yey pIt=o=,_-j vtho c:'•l^h eo:•,:., geraral east prinep'•es (lU) Current cost eAL=akmfrom atiter which=uA be=ed for the de-ler=--a- po"!blasources:and ^(_+ Prices e•.:utrd. sad eor*:dera'an tiara of the at?os'abd"it7 of costs under (iv) Prfor esUmates of histociczl casts c: other Prizes :or the snnta or sir Sa- :^arts Tae ecru,-tar's actual casts.di- of ot`:ar contractor=n:anu acturfr_y the ..e=s or :port (see i=5104): re:t and s..-rte-nowahle for ==e or saat?sr Items. (5) The business rePuta:ocs. cap&- part=la `si=ns areal'be de e-ratined in ac- W-ForecasUnz futt m trerds la wits b:lzz.a resporsb1ht es and �: pe:- cortin.nice-:th the te:�and coati!-tons from historical cost esy_^ieace is of Dri- + f —=.^^e a+ tie r:spect:e Persons or o-0 t*e zu$az--r..:.znt.tt:3-sul►,?a. ,said, tLtarf I3Dort2nee,s�ZSLupca;rr�rentaAai- f_:�whasub::_t p opal,,: theavar,PrVetremaPri=ciDts-E:s-tDles ;•sswastInclude corsiderattonoffuture (b) 1)e:fverprm"u rem-nts; of C""which are not allosrabi`ruder Lentis in eadta when res:or.•b[7 deter- (7) Capacit-r to perform cork within the cost p=:rciplex incluse,but.e not miaable. r_iz.red ti=e Ilmfts' - limited to. entttL.=zt. interest an (55) Ira addition to the eleattuts of cost. (3) The tan% iarizy of the••�•__•d date-borrowed Wiial„and bad debts. the amount of Pro(lt shall be sat forth t"pp of Problems appli=Lbze to the (6) Aceepl=bLe eerasn!fng syst--_ sepamtely in the cost araiy3L& p_ojec•• - ThocantrzN-ors::m..illhare=acmrntfza (c) Prb;e cnciy)la. ?rice :analysis, is t3) :tequL-ccirrts for the arxds:ca s,-sla.Uhich arcct pts for ecsts L^ se- the Drectus of'evatusti it a v"Mpeetiie o: personal and a;art:ntiacal cw—C' is torrcaece zith Le-•� aeCepted =- .Price vrit'aout rersrd to thv coatraetoes G.' 1^.teMbt. (-'LS set iorh i= 3:0-Z-4 couzatt•1:D-'irc!:)lts rink! Dract cel.Th!s32JP.i ruse' cast' elements ::rd proposed of :'•:s subehaa'.er): :ad ss'stem shall proms dr fore the tdeat�ir- Profit:Pette Z=175is is t zd when the Ila) CaPab:Ltp to explore areal de- tion and segregat!ot of nUavabia and goods or se.-vices rs aired Iend them- .0 a !n=v--x .a or ad-.-Anced tt.:n- unaLaw;sWe pra;ect coos arsr_v proj- -selves to Price uowParison and may ba izu es or cesizn;. ects The eae=-wtor roust propose acd accomplished in various vraya fnduding �.v:.SiO„ (nit ant price cvw:wlrta- 3ccort=L for cods In 2_-=cd:.'tae eith the foUoscl=. mer_:;yante_accounting proccenres (I) The comparison of Prim quiota- ai"^" and pracuces consistently aAplisQ. tions and contract prfcea with current (at Ger-rruL It Is the Fold of Fes?\ (:7 Dalec'-x Pc moos Sub3c-eem.sts quoWzons for tits same ar 3unllar pnd that the frost or xice of all =b=ee- asardel on three boss of reriea of a cost heats•• r = ats=d an:endtnent:thereto and ta- eller nt=tnt--ary ry and a terioa of (2) TTte comparison of prices Set forth te_^govtrnmeniai (interagem.T) asret- eosnplety,current and zccurate cost and in publ;shed price ILsis tssuey on z ,m- r ent3 mutat be co_ddered p:r.or to Prete data shat;be zt bject to daunt- petitive-bass.:published market price atrs_-d or execution.Where the:-:?.%par- tsa.^d re ZgotIZ2 - Or reeoupaent of casrrsaditles, and similar Lndi,-fa, to- t'.:fp&%1oa In the e:ant is less Cmn 30 funds where EPs or the grantee deter- Sethzr,;dth discount fir rebate arrange- pe-rcent a_d the EP-A z-�t anrot:mt Li rR=-x t.._ such re-ruo- U= was not sue - leas tYsn s150.000,these test and?rice based ao=snplet-_eureat and accurate (3) The compertson of Proposed prices pr ' are not applicable. cost and Pa'sz data or not based on with estimates of cost Indtp•_ndenU2,de- i)Gem-tree resao>ztib'.`,r.Al!�scte+ts costs a.fosrable 11-0 the ap propriata ;eloped by,personnel attht the act(vicy ..re responsible for canducang s cost re- cost Pr-c°.per at the tine of ama-d. « r'.ew(see raraxraCh(d) of this section) (b) Cast errJgrs (1) In these cases (4) The comparison of ratios re--tears of ail sLbt;•^:r:nens and nsendm:ents w e-e Lhere is less than adequate pece Dtr sgteare foot Per hour, per d=.Lox. thereto of 2100.00 or lessbut in excess of cmprtitioa.such as in single saLree pro- mad so forth) to htghI t t taajor dtvia- 510.090.Al grant-les are resPonr3}ts for eureroent or in procur-ements a-"— tions from peat buys. c;nducti^.:a cost are.1 ss or pr'-ce anal- techticai ctwt is the Principal selectlam (d) Cost-review. (1) A review of all psis (sere paragraph (b) and (c) of the factor, a detailed analysis of the. Proposed-subeavememt coats shall.bo fi'ct:on) of all subag:ee.::eats and snlectee's cost esu:aste and backup cast made by the grantee.- :meraiments thereto expected to esceecL or phci=z data Is requircd as a subsututa (2) As a umtnlasum.proposed subarea• f S100.G+T(► or for two or more subagree- for comparison of prices for subag ee- meet cads shall be presented on EPA 1 t-rrs which are expected to axtrezate rams Or a=end rnta thereto in excess Forrs 5:00•-31 (Cost or Price Sumrnar7 ' :rare than$10O.000 asarded to the same of$100.000.Cast estimates shall be pre- Flormat for Subagreemenia Under U.S. .. or r.hr a r:negotiatiaa or sected on E?:1 -`••o_= 5:00-:1 (Cmc: or iPA Gr=ts). The selected contractor -:^roti prat of a s;b+x ee^eat will urea Prtre Sum.:-&:7 F'o:_..st for Stabs;:re-shale certify on this form (tut pnnxmed t:lt n a contract. prix in excess of cents trader US t I•A G.-atts). cart:refect,eompltte cur^nt and aeeu- slea:+w:or viae.-tl a ame=dnteat itself C!) Cost an&1;ss in:ludes the apyro- rite cast artad pricing dot applicable to , ..a- excess of s!C9.o3Lt. pelade err::Cation of cost data the,ere'- the date of anticipated 3ub33.-cement (_) .S=Cgrrr3 t—ts over$100.0W.The uation of specLfte efts of costs.and rzsztee shall Prepare a tarit:en ruar:a.-p the stroitetioa of these di:s to deter- (2) In addition to.the 3pecLCc elegy t of cost are Price a.-ul-sts L'-d1=••s for each G na it:e effect on Drees of Such Lac ars runt:of cos:,the estlzrated amands of nea,4mutted subageee»ent expected to ex- as Pro tshmn beactfora separately in the FWEM ZMr.M VOL 4% M.26--W&SDAY, FFUUAtr t, 3977 ''" '0100" t t; 3 RULES AND 2SGULATiONS S,moa ?roa,rcm�.i 3y Nalotia an nor±ar a r-,'-'Mt :or q"i::dtzt ens Is s'r Y.. C tters to ewe cocs;ft-c: I-: tie 1:1:iCtI S:Lh Lio :) dt:^; pro- Uf reaArdee:fos ^_.-=:gin-_ p*.4- oalg :*ni --e i = r_-=!:x-_1 as of .,bmidInclude: S7 cixUzed experfeact-=d p:o=ex- : ^r a:int:oa o[sabai e-e- _ ts� +^c z« jar ?ro- �.c r (9=e-jeep six.%!ct=.;s0enerof the resync:eirm:k:i sP-bijo a troa3re-^nee ::��at:^cl (tneltidf^X a:'�:cen:urt ):i:t•`c:: �::�a�:t~:r c::u in CT:L.a Of :OC:Y ti:..rt•:S t!a-s):otm.41s;at`._�o a Or ..-.,XLLtt4a SibWntr=*.p in c:1nm'_-- . Lhr:tire z f ba ,tr 7i S,rd in prci:as'-anal jos:_.tis. ttz :.Esta the t7ge of ae:.� regi=—.I -.- �_ p r�- -t is s� o: a:ce n �• a?-si Or puaL:a__az: G! St'•-ne al _L.:.tie coca,Leri.'7 0l Cita y^e7ir.:..•- !:'.:) a r't'.:�.a:>.3�''_C Brea_ Ln. t,_-. P:St record of ae^_:O+Y't..::4•" ca anal;. addt_a^, t! des:..y- g aties MAY t:se Coe:.azuwiththtgrsnteeor-uhouter 37.,-:t; 7.;.-...(..,:-,.:. p?zati ? bra ^aLees or t'en ro=- t ri C such.'accom=cop-"i of tr+ cation r:• -d is i.xc peat per. C :S o. Worv- ar,,t zbdi: to ==r, Ja• .•r<-C.Ca:::-.rbc;r err: r ctii L-x-L or a:ai-4ioral or;_a^st:omi-•T::r tette: -r.. _ r ciam_t?ra u!cant-a:=or nate_ a:aif jn=c, pro,_," :»3 s a:e ^4*_") Special cors!d:ntioa for -r:,-TF tze:w:=yc be ne3c"ta:- the Mr'toml b; ahx .rtwmeA for pro- ar i ctrrar1V businesses: A zntU° .3nze cu;t-act is ui cd onI7 when pmt da:true�y x asu-m.:ati or ex- tri, CaPacity of the r`tnundcnt to i a sce_e 1--d.es:er_t o::t r1 to be per- ara_.ed ot:.-c.,S s:' ;.3: rmutsi an op- o^_.:ae rn:s(�elt:d:ZsaYsr-�a F- _o d s c:e:s:i.de aet'.in moa:oth_: par, _G to sttocit propsuls. avid '.-:cI se::leea) xitWu the tfss `�•s _crS a co>:r:L:.be�*se^cst tree of eon- at•-:tea are not otht_rwise came! by Liz tars,t =r:Into cowldca"t the es::- -aot s amore rtppmp..atz. a per diem or ref•:aton• shall bt p�'a'-►T Cur- err.: a^.d pUmned'warhloruof the r_ cant ,: Ay be Used if no ot-r type sis.hed s t:cpy' of the reat:es;for pro- t,^orden:; eo:za _s aPPr ;1r;':e.�n itsan''TC a m=jUarfty of theasporw nt . _ Tana'. az:..s:imU be yr-':•=seed to su9ci: t: 'Ihp 2 ! may he s': :ed i the 9-matet st:b- a propsfaL with of problems applir--ble to tate __ s ace gats mdept'=den:coat tui- - t_) Pr ettaelilied We.As an aiteraatiie projer_%a_^cf =are and p:.x ca=parison under to pubis'^-i-o p;;3:c mottre:.s I--paz- t1) dro'-d-•.se of ptrsonslacid o.-,;%- i +•5= - 9-4ph(x)111 o:this tet.-ttoo.t e zr=tee l�t anal cua^_lets of later.^-a.p.-out baed tbt Cast rt a b».rscrer' eon.rsw s. caf setu a or mftintai-a list of quaff- t::d_:34,.tx and local lacy and 3:3:.:0. Esti eros: ^_•what-se^e 1S eantmet=tial fl°L' C rd 3mtses frac :..wh 0 saj0�: tZ) Solic utio+s o/ DcoiexzoneC ssrv- c:earir ra 1bi�Ir a cope Cr1i it hot:tt the PropJssis•Thelstmrst- .. fczj Propwals. (11 Requests.or profes- roe_czar may not ecceed ri act to- tit Be developed u-W% Vfib"tic conte sea=l ser.-irts r -all;s^rads:u Lhe conL^act pad a fixcv3 A•oredUras as LM p+-•sg:sPh (11 U) of Proposals r~uss 2t seta to do't'e:prod:err ch mm?not ba in .-rssedao fe5� t)jn three csecda_rs tv„o =s ?t'� of a twnL tit ame_^_d nest. t section; a cher responded to the s^^ ncs:iemt fill P':oc'.de for toad pus updatfa:. or were selxted from-the prtq1,=llLad W,_:c=i e:eases the scope o�trier! (iii) +:de ten trpPora aiC*for amsU Fial. txtzs3 after Mood faltered t to -;s - iCt Fi-tt P`et!Cod»:Stun A^.ACSY:IL- Ar`d m:--arit7 busts to be faced oa ;i. :qli i�t1oas in aceo2:ce s Yt aS!e rxwi prat teal-act s one tires the l3_and 3X310-1!b),fearer than th gerati.4,zd s t�mSi;is a guaranteed maximum price (i:) iia.:alat31n--'b7 the Grantee or ca:,•".dates t.apotuL in w-hfat case 211 way not be ir_crosc sed except to secu.»d Crom another :ounce nseeti.:zz a,: ILded c,rdidates must bepo7ided re- _t. Lha: a eon-m—t axe”' end there ge esu for proposals: rs the xpa of tr.• (31 P.&gUests- or propuelt.Psq ats (U) Eew.:ests for professic~l services idi 'T P.- dirt-: con:-`ccs. 1 per theca for proposals mist be In writing ^ •t proyauls rust be 1n writi�and must at_-ca^eat expected to exceed 5:0.� inust coatatm the ir-fa-a:ation sect ssa i co_-tjL-the infocrostfon necemary to en- - n- i :-.;s:be is-'zed only mater a deto^via- to r�e a P-'a*p'ti=`n t��c to F r- aaia t:pr�(wctive o('.aror to preps.-e a i :On a:a fixed price or cosh reimburse- mre a Proix�iAt prope.-W.The request for proposal properly.The rMuat for pro- } Men: tea route=d is not rparop=ate- a"opoaals cent include the soEci'.a::an po:;sU must Juni rde the solteitatton ?_:eitm me eements should be user!ot:l7- stateme^t required x=e% i 33.50": and s!atr..ceat required under i=.1303 and r :a a !,---,zed escr.^L such rte xha-•e the :azzs: iza oSerom of IIIe7atustion must inlorat offerors of the ev_-,LWioa est taa;c under a great evolves estab- c'.terta, imcitclnz all •base in Vara- c.-iterb,fnehtdins all those inparagmph +tMy the supe and coat of succeeding graph(b)(2) of this sftta(.and of the (b)(2) of this section.and at the rets- :ti;s,or for Incidental semces.Cost and relative importance atatcieed to each eri- tine L:-portauee attached to esti trite- ;)r .:tzmeluded La the Per deem rata mtist terion (a numerical wethied formula riam(a numeric-al weighted fa=•Lia.^need be s:zctjac:UY zewtsted and d=sulaled need not be used): not be used'. ez3zarsa!7 is the tontmctzr's PrOPQaaL (i) sib-Lzime tee-dare-Requests for (4)•S::bntis.-tatt deadUAe-Beguest3 for zhe contract must 'c mr17 establish a proposals=u*t clearly state the deadline Proposals,n•_ust clearly state the d-dttae price ce;'�¢which may rot be etocetded scd Place far suhm3ssim of proposals and pbue for subtntsslott of proposals -,hoc:!0=1117 a=md'imz the contract, and must Lnctuds a COW of Sub0art E and rust include a copy.of Subpart E ,'-'3.510 Fro-e+lurn+ (Procurement b7 h atioc).Subpart Muturemtat b7 Preyodarixi).Subpart t P:roci ►rent by ae.otisiioa shall be P(Required Pr°vfs-A) and Subpart G P(?.tgrstr'rt Pro.isions) and Subpart Cr ( s As awst Award) orA„ . this ParL (Protests sfastAward)of Mix part. : • conformance with Lie foUotving (b) ;teq---txU for q" t :iota'(fmo- t ,133.510-1 through33"M3_6. stent SoMmIetion)-tU POUC cruwaxut- SS ild Evaluation of ye�rrrr4. 4 w3;10-1 adeq.t+r- puLlic t+.wi.r- earth. Pub'fe notice of tht regUtst for (a) All propmaLs submits in re- 1 r-lue-ts ftw qua3ificat:.Mts or pro- qualiffemokws mast be zinc Csins t1he spode to the requtit for propofat.S shaU w,t pop ls, procedures in parsir..ptt W(I)-ofLits be Uniformly evaluated by as objectivet %de,;ate public notice as Provided in section or a pregualifted Ltst as fa pats- process such as the appois'.ent of a ;.j-usahs(a)(1)or(b)(1)of this sec- Xr%Ph (S)(,) of this section_The a--- board or eommittes which.to the ex- f :son --:gist ba riven of the rrquisrment nourcessent must e'ear:4 state tate dead- tent practicable, sh2U incicde parsons fr. nr:atta rd prmar metes anticipated Lme and P'•3n for r.:bmis-ion of qualiY- arith appropriate:',tells. Oral(Mcl:dlIng , :a exceed $:0.000 a•"Wep;wj: a rams or cation 6tate...ents telt?L ore) or written Lntacatttrs should --vier=are:tied by la-or regulation or (_I Sr`,=tian a/ gac:i�rs:iarus_The b, eoaducted with the top, rsted t -e a 5�,ie sou r 'ass br n lust ad grantee S-1-111rev;- the g•,atiIIcatiaM Pro;.osers i or 'where a pab1.e of mpoadr=ts and shall umt_'o_-ml7 eval-. t3) In:orsstion obtained In these t_.0 s ese=z ce^e: Jr V=tr3eatP existz as deter- tatet.end_QuiU2-"t'^n6:hzIl be eralm- tie--stems shall be treated 213 con dential a:a r1?U^_S:b1e public ow.c.aL 3 :ted b7 tea obfacUva process such ms b7 exr`pt when disclosure Is ;aCuf.-ed b7 :arra :eGt:rat p•-ap tees ImitlaLt7 the ap^.a".-�e�'of a lsca o:rtcnf:- Stamn- Ixsl ism or by A aider q our-s:r>method of so;?c'atton)or ud- to-. oh:ct_ to ti--e este: pscr_-A►1G 1=5!0•.3 (Coir acid orfee cor side.s- i- :s+>-s rA sreLRod of mgkimtioa should ixL^Ge pe-'sons with a_-.,rope_=* toss. pUk""X WSTf2,VOL 32,tis.26_rtii AT,-FftAUA4T f, 1977. RJ._5 AND R:GU! :IONS Sv4� "_:.'•,..f—_U-.!t.- • '..._. _3^'a�T a..:e;•:xd s::_-.: .-e±- L.e.ls- :ia:ors: (a) Sectay_. _IIACG-3) (S:ate or Ioca2 of "ad 3!W.=,C]C:2 b`':+w�-_�'_ i:_^3:i L 3 S 1.3)1 =Lai:..._-• a I y:r_-x_latee et::•;a:e (b) Sec",cc tomes 6f Car- x d:e:.r=aztatthebL: Lr�)- j .;3�.11Q F:�,.•..:v:.-a. t:d-cor:=mc:ar Sx:-de theCOII«..C: (C)S:C.L:e3"= y�.r.f 5�`�"a Sc i ci- - s_'•:�F x='o:_�^ce a:.:^ a: bis!new 2 :ce;. _,. .._a-1 �•s z:A?Yi3-11. taaa�; r w` a :1 :e Iz =a (d) Sect!*= ==(b) r��2b::.ca - _ :xu. L cct I.'s°„. ±.rl:ar_. �:the a i:lm Istcd•r`o!m:;=::C=L'-�s) a=- S ...:3 et-t -\=.V��Yu:.pnF.li� nw:n-�n.1 - �a:. -..2.. f:Jt:.r:1C: P=-CG_-Wt-: +ra U•w= =t) iieC'`�a-•.:Q.=i.1l'•�'-:.d 1»d 4: tint:gas•.--:=s.Elba_.ctr:s_r re,::2re uatacfu!or cu rsP=,r�._c;!:s1. r _:- ;ct�e k tt2 tats tY=b- s ch,y.Srl L:e-s c:ice cauda y �'• :a�:x .yea w the se::r.l:_.�» � _`•' :may- § L2A.-lI t.:n/ixi..n of" e»nsr.�et _� _ .a! •^.:tj^...� fes•--: :.5 F:� rG- anrrif.Fgf.n�t� _.... .. r- CrS Cr.'OL:X3:3 �.SL"t3 L^.°.'S 0�3a:a<:.::G".w'_^.:. - •_. (•Vtr a res..a^.:b c ta)"rlonCo)ct«^:c^- a.'e r2- bar`s ��t:(1~: ceale.lLw2s sPotrsFrlc for- reYe:o= Cf C0=[^w i :t;,:;3�•-,...0 .I A!b alLch bWd= - ^•_c sz`.r�e �a Pr_ a For 3:Cd#az ubtMJ--ac: 11' Or es- bl s-s r+3 h'3 a=d fce the W--3;3»tts lite�-�s��.Drc�'t.•-� . the r..27 o:1,14 rce:ed a a VZB!e omni=r acdAd-.a?:es src:a_tz=1_5 IM-5(x) b:•:.i c a:S il(!-.: ?lnerrai and(b) (\ ::" ,. .:.::� 1 s..�'.'T IS• w0.S �h ulld i urnstu.tail liax aloe- _ rb) CC. -n• +•.• _ '-i=e ZMZ7 to-:=Ze- Ori-b7 a 3 :-e+cs: acs :c3 Z=a g_-a:•t.des res t�:�cat a^s D - C� 'LSe or°.t^lh^=;mow r�c-�- re t•..,-e to i-:!*:.,--=:i=- of LI-s! aides`- dcr=.cs c:::-=!n5 .rfdre:. the sbw"R-ecce wd Ir v��as a b cecsr 'sL d mai.�z=^d -&Irt-s the r . ,•d-CO wl:h 1x'.:-1:5 Cm) --I eb" a:.S2lk _lv.+w:e•Cmc lar na;:r Fe.oa=h=t:ds are t v_=" ..""--"CS.the ?+.'.."PAC).. TKa.t ti:.e O�'. =7 or7C L.I► 1 t>�_ ,`'.• sb-3 be cacr.:z:_:-teed is --.-red b7 r- C ,- o:'d" or of a.:>s } - wrfti T to=ii fry sxh.-Y L---.t c ataia d caw- for tm---dec emir•in-the. ;dequm;&t^_.e_:eacraLly 7A lis t•'-'w b•:d''._rt.-do==--tS fC ti_:t:a L—_Ca_%sE:- GKt?'..Ct p:)=C 611^.-11 bre_—_:^'`-._ed tJ the e_-s =•r. he aro-ed br=eta ::e Crrd-lar to the bid e�z••�• =.r_e. t rsi st►._-s;a ra =son the.W- cs:e .ter' Pd4l= notice 7: -_:amt to F'n u:bzs!t: ' R-s:;zhtshe d—:he dstt �33.t til-: l::d�cs:'t'u�::.,.s.. � Cl) 1S^:L t!d ft, - b.--F*. c' b::s=1 be sutl=,trec_ Wd- A fiat a bid shalt ;fait pec"Wev!"-tzp7ra:,-d are ac- be aF!nsed tts_-Odln ar-slta-4-aw iLs b:+d reptaUe for Des�Zctf! of OriZ.ai r.�C G•S.:"...�53 Shalt Brio!W the tom'Qr tie*gem=- - bld 1lte=s Fl,7w-_7=-w!:g= CPz==r Lt. eec b:Z!de:s I'M= the date Whea ' catch_aC:e s: sz pu s:ed 2=110-2 Yau. a parr.:,sr„f b'.,I� ?tmntidw exceed-, '9 y�:st of'the-, •r bld 4ir^.=.3•a-d tl:t tall'.'&I- ii.Zlt�: _1.1er(uaie .3:.i.Ilaa; Sweat- 7-*ezra.'t:e?s::allpm idiferaplbUC i-...r ea=-.e ofi)s^-:*2:ditr•!ss!V_4uaat ttrnt,` oyZt:l.t:E of bac at the Pi.aze eta and Gte mmit A')se 4-2 be re-.!ewcd by,Che- r t=r-a:_-w'-xvd 5 `_:r S?-in.: g ntee l- r i] rr��4=ablr:-a:azer of b'Adia,:tont- rra-. "�- to deter tt s=ex tmF.P Ce ct i_=aL s s mor t:i:J s'•.sil'se.7ra- ,icnld to=eX `•`x_ ^--_:bF •ha 3 z..cti 4.sZv.<h13 be 1 -� w t21=9 .\.:ae.i bt the l w, rn.).o.i 1(M Now ltmrs_,T.�t Prices Ol ^e:r r:�:ttc�::a t'^t:;:ts:rs:ss:�:-caz~:e.t;.•st- �=a =:Ma T;:d+ter -=trat:....be=r<•3az�ted. " A.te:b.ds are ed.- (+) sl strr Abe t~ t �. 3 cOCactte_-et a:b dtls tt Ess '* ape_ LIE.•?chsfl C3i Cost ref^-^!mto ^zo#_4z�^chsaF :a.:::_t�s :-1:12 b-e a:ay:^. 1.3s the b--era!L-ted b7 the-_xe'_- a d- cc(3) �:isr. r_`.sro:t.cf.• techLa F I.r.i»ixsr.:sa_.:1bes:.all blafar=,•yea- ancem:•.S the �•' c.oz`s sentc as m=64 a.a?+�-bP s;;PartT_S e.*Did- =`�Ys' e-iura se: sex?yli�egttl = s e3 ` iacth Iz Lr biC�4 c ez=cr� nrrrsxx�to c=;9=tht Work P.=azr d"^�ca_-- :s s.siI L-rl t: (b)Tae a:aa:ea a:a7 seserse the=`,Slit -amC=t tote 2.'j tg—rax to ere the (al cr mp:ete ata xart:tot trot4- to-to=aitctsil'JCds.The basis for reic�cdoa t �. ba pLjJtSea i»Ci1:Z:y L'ta 'STS and-ZM= be stated b7 the t an=te Gc!ras c� _o. �r=d Dt_17, !i �1 I cwm?leCoL PsrD.�u!e ldissL'ttts..s.!•b:.ds z.Y re!ea t `oc Soo.S cat•sG (C) Mia carr- ;sax cortsidtr^�.ioas:- i -M• , award-'•-R b+r__ade to t_.e:o,recon- 1323±0-3 <CCs: sem.' T`� acz�dr.�- 1 =.-s:ors=3-,brmadeaisLa3inz;a iotzx) acd M312:' (Prod') z I to -:�' •-�•. (C1=MW3.'d b 1-.iended to-be made I&CZotlated c0)it.'^.t»:-'•'•snA.-.r.s,S ;. (bl T-he to 3=d rae•4+M3aS of the :*a ~mm zmb=iz:_he low- (d) Befrsted mcrt�20=tzd wort-Sb3R where est t_ a sr.' sat=ment I" be. 1w, be spiit.'.lzto-ro aatead=eta•or .t aPP:`Pt�ste. F2Fs`e dal..•,^; scsed- P CedPC toam7as's^3ard:ets ed etta_'sxe o e,=im=i7 to keep it.rtderLl y actephtsce erhocteasde �og.` !nor Erecta o. 33:i' )(^3_Po:Ch,a;e (c) Clea es?lanst'aaof t.*e me(hod = orders tahleh ttc?nl`both addltf7e and o:b'„_„=zd t=e t==:3od at erstus:aa (d)If r"P3 Protect o.^_eer appro"I fs csdtxtt.a lte=s the Pra7`3'acs of"f 33._ o:b!d a::xr.-%d t-'ft btsh a=d-aei`.at reruL-ed by a spee3al co--d:doc of the 310-3(3)(2)appt7l;br.T :o: at the iXt�_ =z=t as r'=-cs or b7 se2cbsho; the (1) AVY mice lum (additise•vr de- C!) ?.two�b^:rs r '-r�e-s s or S,zxawnczCsttall a be rsectt'.ed szifl dattirs)exceeds=aMyle c chi r tic� zllS be-e=3043)d to appr+ovalhas been obtived. (+,) NO 9129Ie 292lif7e or dedttc»e CO ffidders sbs2 be coU ed;of the i!eat has s 4sise.d tI0QA00 bt.L the -'red Z=der Its 6II5: state==*- re- utn. Pcve;SyT a,r_bid oss, total Pr!ce of the sis o.-dc is over (f) :^e prevammv vm-.* e'er §:�22aL141 so6.onl,_3t. tamer forte SlOQ�atOr �t La a7a�cab?t'std,'. aeal27 aS.rrti•a=L .eu=truca.ua euet. (3) Tsetotal-at rI:C=tofzrort s traeta ;.I . to the rt-3Cie OrdC • CO.00It.or : •w) A -,'OPTOf•SlZbPa .►tJ (F:10..,...-1- t1SQ total Of dCttt.C"'G• OI FOYa"'In may.hs rat A.:xxt:s�).S:b -p Z e �az"�r:cf si 3c0.^.rsc'�bS Fite c*saa^r Ordc c=dtdt ( ^�^tl P oto c=lan ri Subax�- G sp.�e cae-_.C:ar• dj_s co^s:c cs oc y'fcG o:Lhe �. 3_00 70Q'and C•oses's_>z'-s:�sar3)a this ta.'L . cam=,- z-a.ded tuts Los subs: isza:SLCQXO(L C'a" a ozCes Ie+s - Ir .. )'L UAL lM"JI, VOL f.•„tXX z-&--)unaar. FEuvAir s. i9 i J RULES ANa REGULATIONS =crier the disputes proyia-:—Qf a C-at stistam for use in lieu at the procedures are alfawabl'e everL;tv!'sA the az *:ccs i.lt,i 'W*t T:4L=O ar of this DM. =int is eiY:11.=ed Prior to x--jar--aye tom• :t Sti F:oi..rrfnaf..L lc) LSren a 3tztt tx n....fs�)<t7 has s:a:L rf=0 Z=_ award is r.2d__ t::� ^L 1`Jd t I=cI.«ton traded' t-h- - :: ='.' TM i:3 3�i(f ptos#- no costa i cu- 3 tit:be re^�9u. art E:IA t?rpu.- �v.:a,.a.^.L :Ld=.taus» sioYs Qt ,,ei�t�ati to 5Ctst *s.Z3�i0 Inrrrw:snenentat s» t:;;.:ao or Ro-,:on2a :\t:mint.'tm ?r Male a*,t_-Cie%. ct m-Otcahon at procure=eSt rrkfntrnLs.. r,�e:,s-A"roor a mt:rx of s sz:r_Pm- x s:rza) at this subcAapt,.,the cmv&L- Although taterwrernza-tau (Later= cit -;-- aL r2ct.Cra to b-»�:=.NoCco=- Cana at this •»i:+ •ldl, - i:ana ' a r'tirt mfr�; -Ir fL-..a.dei, aKerr;) aTL"`ie:tents are not d. e+.l as :.tit) tlt unt isrnz ars a( :sin „3:t 3:Th) P.xcr arowxt ever>t,:ati+...). suh`xr"=*0t�, whet an i-tet;a7r-n- ;c� a-at s^c rat n.v'realis stat me:tat a:-'-ercetA is used for ter .:=Jz ::e;-ne4rz--fund r _'i zr=ntre rust sect--'e prior tr pra•;•.L-e- ' p or I:tetT epee;'Qt servfe'.s.3 Sts:ire snail cvctnt7 +T--r-sac.;:tan a ;as:.1 of the saaro.st at for? airct Ot ter for ut;h- oats the requz remects of F=Ztf_,,cGos« : x a_aairc or o.-*r actto:.s under Mica of the torce account method(L:-- =d prz--cocststeradocs). :i,::u t�uarnasal.uc). use or Lhe t:ustte'3 own ec:2107ets far Subpart S--C,.rnerat CPOs n c'ttuo.co shvct cam audit- SLtvart C-aCode or Stsntmis of Go:sdaet i-- ar lar t+ rc=,tt at improve- -I w:.'siii! Crania-r"ptto-Witt, 33.:t),? 1 tJl l pn ur,ne t rrgaL- mea:) as provided i:13o s4s(Parte me- W T..e tsCass'.t+_shtsst�:.Lanz 2 cAdt ui,..t. count cork)of this stSchapter. or standards of conduct xhtctt :haat, P»a.:laaas applicable to d:.rest ext- a S L;o.;tatiu..s «t suLa-„rrernfer Zorn the pals-mace of tri O cam erat 7roeur-emennt s-haif rat b~SPPl'cabla ae.anL t-:-nto;tts.ar agents in face cordact of to subaDroject s s ._erraess u:der tr.=:s exr�t as \o s�a)t:e-_asst shalt be awarded: ark.factz�r�Pt'a�L�za:and S=ec to thus subs=ap*-n (a)To sZY Sarson or or aixat on e.*. ch zmatees the expes� of pmied fu ds. 'Tutt ✓w'-Sia» Ceafral r..)u'u^eu�+�ta.. daft kat=at, the rGs0aC5L`iiiitj Stand- t` �-itt BCitiic.'C1S4r.`aCCen►.y'"a[ul:,es, SubareementsrrLSL:(a)8eCtCCSaa7 a»^ds set-Q.th to 1303;n-.W ttLrouzh (agues Or anything et m re,_ar; Value• - for aad dire-ctly :stated to La a,,;.am- id) and (t) (Standards) of this sub- piuhme nT,of Lha project cart;(b)Be la �p;w. frost eoutractars ar Potrn«at coattsc- e (b) It cervi,Portion of the contract tots.The zraatet muaz avoid reraonat or .. the fort of a bila:t-a lv executed-sett- sort not timpted by ;30.4ZZ(b) ,pf ortisafz"peon conflicts of L-serest-or`.; teh+att: »ekt: (c) Be for woarta'3 or thissubchapter sgiit be t►ertatcie3¢t a ct meteor nxturtatrtottpracum nktnd c-ansideration:and (d) Not be is t�=tT��by the Ibe Si Or.EP's O tht oast of a sub3rac:or:ifs . of 1111ty�l d by th x to Violation of the ace or otht^sfsa restrain trs�- .=1t1 Tk+euta.�eaTaaiyw .` a C-pmhtt as requ4- melts of the Cita (b) Ta t,'st tx`ent De-^ate br Starz (a) ?r0re=*nt MOra3 and rtes for :tTr act and the Ptderal Water Pollution or local law or fDr-Sat ii`i.:tutiatYal-rte 00 purchases In a-cress Of SMOW shalt Lo- Control AC as set forum hx�130,4.0 3 gulmmenta Id Procedures.such stair d- (.r";a:T bit ac 2 7( :violating fsct.420-) ards shall provide far cies. saac- clLde the folloatae where applitabte:t O# al S tion'avd and Fa.:3S of ies) ttow.or other adequate jsci,'fj=ry sc- (I) Basis for c=t-actor selection(!A- tions to be instituted for praltct-related clzdt.-.r, the number of solicttattors ls- chapter W`tetra Qf the asap±lir ViDIMUOMS of las or of=01%ccde or stand- n=eci and the aum?xr of bids received or. Uaatrat ActA&Z and t P«esDtct to :^l Pollution NVMer st r it aexotta-ed- the number of Proposers arils of conduct b� tttl r. L a gzaa ee Contracts.Grants or Lae=):or OZZM s,employees.or age-ts,or b7 can. interviewed):JustLi - - tt tractoraortheiragents.- - t ) Tuscf3csttoa to �-a.-urt^ent on (W To any Fervor or afea.A_ (c) The other than a aor~Petitlse bests: which is in stt pursuant to the cots- Ytaat re rnt r+t.t,.-..ate Prat»: (w) Basis for award cos:or pr!M In: dictr of tate : ,-p re=- mts of i:a; err O^�to iA,writing of e._eb.-serious Sh)- Woatict'ot Interest) at thlxsub- aliegatton of s project-reiated vtoiatioti clud.az.,vhtm aPPlcable s cap?of cost arlttzoarnorgmrenProftcL rersttd c+.ota revia)v or east ands sis:and - - tion of lacer or code or standards of con, (4) A copy of each su bagreetaimL §33.. O° Proiccl;chantr*. - duct,by its oaceM tm;)D "ts,contras-. (b) 1;-ocLrement documea'.attoa re- 7A Goktrsatar==t rattfT the ytaatee t— a)' by UUlr azents, and of the qui--ed by 3-.0.803(P.ecC4dx)of Lh:s=b- of proposed p4'ojea'' of oat s- Ccs P.-astaztttve ar dbciplizar actton.taken , cisapter sad by thh part oust be re- chanter requim notMaLtion to the F:al- by the grantee eetth respect to zuea in- . taiaed b7 Uhe-xrsntde Or taatr%ct(rs of ect OM= by the grantee p=uxat to 1-actb-.and must ways ste xith red- the c;aatee for the,--od of axe specs- 130-700(2:ofecitbantesand=at=ad- 'tet OMcials with rMect to asp*-deral ,ted In 130MS,Ttad t•'xub;ect to all the- LftsUa ss)of this acbch=pter-A coatrsc- Pros- hve or d P tL^a-7 actions fsz- requlZKnP.cU at that section.A copy at tar may not Implement project r)-t -ges stituied with respect to such!nf=ttons. each subrgrtetaent. includ!3t coat or without the prior appra►at at tta All Prnc'sretrtnts under g:aats are cov-. price data upon which the awards Were t rzaafa&Ta granttk;strch approvals.tea eyed b9 the provisions of f 30_43(Fraud ' brue.L must be Nisbett to the Project =%atee 3bzii ensure oamylst ccs With the and other unlawful_or aarrnptpractices) Oacer u?aa request. Procedures for r:a approval and funding 0:� to -xhich also requires $:33.213 certiftfati..et o! pro.vrrenfnt of project ch xft Pur mtktto11304"0- the �Projto notify the Di.-ecwv. 1+tthhrou�th 3a.-9_00-4�of this subchapter. EPA Sec 7 annd.+.L_-•_s ectzkm Litvhloaa., - -_�}ifAt!- -.. J./.-.J.I �tru�iPl!�O}t!, of ail3ucb 11OU21 MIlms frac-thegrantm (a) In those esses where a pace=tee ( L'scu.':Las tarts ua+du sulacyet- $3;.,305 EP_ COOperat(u.. $ beLeves its procurement reales,methods s2. EPA shaft cooperate With the paat.e and systems include the same rcquke- :Heats srhith art pat awarded or ad- meats or operate to provide.the soma mlalstened it compliances sub this na d trlth lis disciplinary ar p tattttt:re ac- protections as do these mulatle" the shall be cause for dm Ilouvsnce of thae)e roes fatten an any apparent project- + rr aa:re may request the Adminstxator coats under the grant related rialattoct of las or.of the to approve the grantee's procurement (b) -Appropriate cost Primciptesappu- anteescada0tstandardsatconduct . systesn for use in lien of the procedures cable -to subaceements under EP3 Subpart t)—Praeuremertby Formal ' Of t:^.s part g a:ts are ideniiaed fA S 30.719(F*dernl pd,ertWn t b r In those eases chime a State CIOs:p,-tacf*”)of the suhe=pter: -„'encu believes Lhxt 3:ate lairs which (c) Reasonable coats of cocslrlta,-re x '3400 ApptwraU;Ut.. pave-r-. 3taa:e or municipal p.-oasrement. xtih the Procu-"earnt recti omen`s of Thrsu3pa-tprovides :-�-L-tstand- rclude tae same:regia! e=eatt a±open- hero.-eau`st acs are aliasisble costs M arils for proc==ext by for-moi ad rrrsl)- a:a to pro+r«de the same p:otectiocs as do •s imii.,...a....under tb*=.*[Casts of tng.Fbtxral'adrert!sir•2 mea s-procure- t:sr,e r.-gulattoca.the Stan may request announcettent,sdeetloa of a contractor raeat by e0os.-d9ttve bids and awards as the Admi"- trarQr to approve the Smte azdeast aaslylisofthe tatsctproposal des=gxdbelow. rmlatat tsectsrtit.vat.a z, r)a,za.-lutsaar,rrs'niWur('das`sxJ: SI:2C7 AND,R-CGII LA it a NS - S091, y ,. ^moi cr cry�:e is •stye '.�.1 a# s:tyo.r..s:b:t ar:bs:a o��.a.�.a�°I^ut fir:- .-.ti-^cion of eorrsac:os zss:�+aC ria-} -ace Crs R^' -"=ce r» Ulec,:A:t=c tct:a rc sYTzrre:- -Jcts. vrot.�Ss of arc t :�-::� Mme _ •-.•�c: al! R z:•..c:_:s t-.- a 4�s. C:- �`_� r. ,�:-,-r Wds or.o- D•a.zrt=-dada s= zzs weT pt' s. Stud utte. Cv='._'C arrg:_-af8 = tnt Lr,�irecf taa..e�, - ,: ., da+a cos o-,=4t S«OC?7 fserpars.—ps +i.!J) f.1!►re.I..rt.:l,».► ... tb)of C!h set==!a,-7=•s+I Du.-ccises>. Gene:•3.117.EPA!S onl7 for or:,a-r.-:r:o bcpro- rer;.e-e_-r co=PL::re adult Fed- _1: -c .-^pyx raga f. -�• a.rci s affa ble`. tc;:r one v..aa rs::eccL^:arcts apolk:.ble to a Tr%a- .-c-: _ :;%:7•t.:1:+`t0 L:r _ or e^tt:7_ NS?.'GCtI.'e.^..dnt_ •fot:✓)e:• were ,..:•t:^'o .. .•:.._,.ee_ tt) s""..e tDrtYtt.•t.^e.•at is `or proles- r...rar7 :r.W.ded Ir. t F sDe- st stnc's Ls r►3„.atxitbie.ar rata. 't t c1y . Qom' � C. LIL de' s.... p •• 'MeD oezz:ra-s::s for se_ncrx to tto--excerml--g c:Knpila��With 8ddrrt Pasha=AY be.^r^r zr. bT a u=v---3- oroc.'.er._-d- mtt;.tE�ts. b3 ^_:.x:«:S"i1 SCS"",e- t;G'_•'.,,".^.�,3 A..era+•.-•t:?'. tS133 Jnml one!u.i .rixr bn,ness.6) NO 2ciz_� of ptu : C. rcce tabic price.L.Tels L-arr be= :e- ?os:#7*VCO'ss:: IIbe-d b79-sat-- rrti :s.0 s a xset�!ata. ?.oftc L^ ee red a:.^-r Sari:rc m to u aLm smalt btzsl-%ss mad rn- rtLCr :: a :or.--:%. =Im-t;sed. cera- G:> -..a tt:acs. Is for bfzh!7 1:7-oa-Ld busine s sourczs at supaL - ; :race dura r-or perstts,t'le rcatesiah or for=teria, o: =d ae.-rtcex Such eco.-ts should anow7. - ^~ :o-3Zdcd tderSub- ser:.cts ache.•r the P--t-es are estsblttbed '•terse s&=-ther ma.--^L=feaslbte o of tit-'s;L. !S V-74 t-L7td to :d by lsa:. Icartuutt7 to co=petZ:or sn�s rxtir-,aSe_ =^j a r .ache t6) a P•cz.tee: 3 for techs ca. to be performed.utLL-`3„rede_-at gra:G Itr.:.s oreC- :recsL-^a 3:a44s--d- fins =a+-aa` s=dS 33.2 t.? Pri+i:-v F eoa t;v r'''xt:.^-.tee_. •._+:t: s'?A II"3.^_Li -+. i of.�s.:s tact. shii cc -, a Dp o^x et t:c:atlas ac _ (al ?he p-^ac•.Tcsxct L- for eel:- `+e:ther MIA am 'th&United Stales tnea=L derekKcr--at o:xesearea Serv- ices - - . • I to axe•hsvitatlaa forbids or rtmuat tor.. ?C:_ai ad:tsem«or (10) ant;at--N? or feumkes are to gtaLMezLloas.or proocaalz(see 133.605 be a•ac:.•ed asst used os7.de the Pm; for the reared WI!c.tajoC ststo�tn:}.... of Z---a?;:Wti-ale proet fu (I� 3 0:the L;ni 'S=.em !:a PC-10si 2 37"113 .S olw' greenwnt pamaentu ureal D•:-..;:as+. s s,e poes2��:of r_3:r::iacx o d se nicer is w S3 Iii :hp's of enwrs. PsSt'sketl be Vie:p-'omDt33 for Vac s.>r►'s:a -- i~roired fa sn,•- T.te-cast- s- c=ze-of-east=d wn«`•a&- -ori pcdorn- t:clndias.: cae t-..:. tea s 3 ).030 or'_tm "fit the '�Whtu zpprope-3 r-➢a-••tw pa7srent for --.a1 p Irchm a o '-• _+=+, * goon. * or ka:t s i f;.Io•q't►a D- tv"Fes of cu=....t'3 ;,�:r_t:st;i far ' Yid Or ac- p11, a-,.Ca a,-r-�z clat of aha o.tec :•r.7 zr-- ---V?.vcte--e r-See I i 3Z.403 cepted-?-,act",DxYxzcs=z7 ba=ade art e.:':s:r 3 c?L's and :sem,:. "-cancer- ,pts of ec^.lac a far^:ac's per-ortmed u--der a coamrr_ - - .c`Zm e;a-t=end and wm».to lar 13. c--=~t Y.ic:sal adrert=-- upoa tae bass x.of cocas L:eurred not to he^ -der t:%e order.The ate.. ate -3--d by nesot!:tion. - exceed the canL-Z-4t Pr c:ff p?ra:ted or_-t----sacdo^=t:s'z- +:., \ tinder Stsia tau and +sc. b7 the a'sl arcs s?�c`strand P opertr� � asae.rMii•e.y..;..:ixi+Ha�_ graator adehq,V ht a: fa)•b Sabr,", ti uc :as= -= --Sic co�.Yti- reCynn's for her'-od of marts I?s be- -� :h:- ? L^t int ar3 far Zt:s or `' tha.:si:moat ia•, h all Lr praPmm!S sVa= a clear a:td accm- t=era the brfiaaing of aorc and the nr:;t r 3)Se ear~ye-s:ar==Itlit.uses -cute dtscz3.^tioa of the -!- �I rmw r e- deli7erp Is sat etvat I:(bs,s snL^s a anal ra'i'd-c-br eY the for=of a bilanc-alyy ctr-ta for the tuat4e3L pzcdsct:or x-v- amount of Predtll7e.-, e»P!aditttrs is-.. - ez,--C":rd x mg.e:mrat.Wheng�sp- tce to be Procured_Simb desc-iPtionsluL art'«^t.,steel•CO the cont:sr is for vro- . . pray :e, FL:: ae crde:z.Sales 3: not c=ta-faatt:.•ss ac*..:eh=O.UIX m duet:ocordtltve^Tofn:alorecmipcento-. of or:-1 Pa=ce eroist—sad sL-a: ea^s;et�tiam `Sta:.d r3a:e or 1•g= $Ptcbtp-=aat:+wed for the the' e a?be-ut,:tze-4 in ffi;tater ems:=t des..-•tptta,rc17 be tamed rs a Prolee:O;M3 (d) the 44n+-'-r L^terats ef - ^•.•-•:prpr-off Rmezat a: to meads to derma T-Im r--*wart or of M-zr=tee and of the United States ' rtry-3e _les cf thtse COC= t3 � =Lz"- :s of s ptnc •d rf ^i x securva T:"'e to Pop tma a.ccs mdse& or =1a:dahe3o-ed work tm Proem.:rd IIs r�ie--. tea to cat-Ion or printed p.-'xe turm of the==td 3.-j:-d which rtttst met! -Ood*) for xhWr p.-cpm3 7x7-. I sm=t- :-:7=:tce s em-record std- be ret b7 o x s:a t'.d be clearly. =rr ta�cte'mu3t l:e tzaasfd::ed to �e 3 �- - craF:iortWU=Mmt:esec=-.dlafs�vor c Y :--=a!ad.ar s:s bb.�si.Iver- luumns cs UI of WXA a r- carer O!tha grantee Pursuant to�t-••tlele 2 of the Nct3K.�ti^S Z'CCw"C.:::t bS CO:.^,�ltltta7 raiiuilaa Coetrol Ott P-%=r�s cora sem- UIXL'O-=COIIt m&rdzI Code and other s,'1-•. b!? s,=a�z-'s as t5;. et. a Subpart �' =:!*cwt sxca tt=g a4 c-, !T to , ,,i c � . • scs:'oet sriLYX 's apgl:cable OC7 CO plirablt•Sta,e IAtYS Or IoeaL C.-d!,•taues- .. D a--d s t-ht:ec-�►a anhod o.proesxt- its dor coaur..G:on at •:wku• 137 the contractor or mibcont-.utor re- r-rt for Poch- cs in—of 210,wo see 13s=s--t3 cc ta:a mbc:aar r. Vuest'ng such progrew payments. The t-:mss«rot:atiott•rder P►zag.'sPh (d) rlghtsof tho United StatesshalLbaa - . =ecewotrJ. $;.3.t2S Contrr trwp.w.:t,:lil•., mnk to the=tmt,of grant funds paid d� \c&o:'-=:o;- i':wx;receaL by ac- Tae y;antee is r=-•a: Ir for me ad- throuzh Pro= P"Wena,to an rights xot two a;be uu::zed it necessary to raLm'strm-Man and sts.-esxacors ut apllsh- ar�!ng xa under State tain the proper sox::d Drocur-�ctt acd 3-hall rxct of the prodect for shlch EP:3=--at for Which auair progresae p27ment&were, t•,co-dccted to a can:er to provide to ssxtstarr_ is aara.-4ed. The =ante-- is made. tht :a.%zz u:m pmetacable, extent open MPor.uble fort'•-e 3e1t:rr=t and sats- md:- -comp eMttntf aDDroprate to tate facnan of Mil eoctrse=1=d ad=l.Zis- c: aJrc: nr-ra to be Prrfor=vel- Lm:--re wt.-cm arts- out of r baeree- 0215,AMEP.3 r is reQtlstY! ceatt entered ink 'e--gad ectad an ice al In ria and - s-n' pros appertI to Lh&Ad alrSstrstor t t a„xrtar e. .Z I=-=:0•I'e9vU&Lt"33 iexrrpt as prided - 1=130 under the disputes prarsioa of a Bran: ^ of arra:r=-r_.t b-Vie,gr.,atee is au- rn�xsabilf:3F> bdowc '.n accrcdarce w'.h rmsWet ta Its srbagriee nears these- thoe-zed : accn:daace With t--&z,pi:- w1zh sound basEm ss JuC„-xeat-rd gaol ut3,--for tax own n gne. d brster (ler' cable.*m,odtLm%o:Subpart s L aa>r of atm a'_..^�Csa p:ter:.= Ti's L^.cit:des SubMutJ Of Part-a of tb�subehaptr_). t•.0:Orson•:;cord!-3- are applicable: (but is not!la-ited to)Israce of Indra- 2cdt!:c s ooctr3ctor err s r..hco.t=- +l) PLbllc rsl.;,e:.t;.as de:e.�.iard br tiros for bids or rrCu+-S:S for t V•posa:5, tote of 3=s.•ttee asa7 premm.✓«e 3-^.:PP-u FRnILt aEG)Srt>; VQ--47, hO. ?6--:LitIO47, Fi3e4w.27 e. 1977IR• _w • RU!-ES A.SQ i=GULATIC911S T:Ir3D--?:ntrrinno:cay.ranmeni s�ecis! crn�t::ee ^w)•y.�� to^^ rjJ3,�.-•: ::�_ �-� Wt=x03^1 or i1r*__=;0 C?'.,Part zz. •�. :y a:atlztS,•r2 +�'� ?40 AGENCY Or(:. !.S.%Sew;,'T37s?LVpt�:t-taaS�:b1^c: seeCs. _ to EVI-% Pravraaa G�•4`••-•. 3*.,Co[^..,:- "'3x3 =-eau=-at stiadacd sua.�`.n.�a: fE7kRAl.t.�>IarA.M:� (::L-i$.SSI-l4 (ptl•'){:3hi5• .1iSriS�•. 17:�, at 41 P 1:.(�). 5'•bV+rt C--hsh+b A".&A.-.,d ?1�i 33-51:3.i:.REE.`.i'e:1TS Dscrti:Jauu:tz7�y.l9::. x..43 1t�s:)OltSstwus, `.t:ni.-eum S:indams ia::ocur±r- t ALZr:i I- A1.:[. Tl?i l O t er Lal:Lll rarluLs�,a:• x:-':1 G^+z:r.r•:tcerm:na',:�a. U:1drf E?A Gr,tnts c1Ct$s4.l:.raauSrr2or x.:':o r_•S:ulatians 11:� t•-r:C_D7 A=S- .:::::.K 1?-atfcsbiL•- y 31:_3 _--mwlx'es. :ul,atr.:t to u:cnd L`:e s:.ro^Srr_=s1 S:t.Sj)S rhamironi �'Z,i 1)etasato(� r. ltrci:lin at_»r:, -r::rC..i :'Rot rev- =.7W •�,- !:laLiUts:J:^.�Y1:'?•1r1 to L1:n:^_••..� c:•-.d- ��'a'-'may -...uCcwateaL =.7►3 L:m::ttloQ arcs for procurement under ZPA ow Geaaw pcocx;.^eeeat al+�� �.z.o suss.-;d:spwi;aa. On 1IaT o. 1975. Lte '_.1'vt:pc^t32ts) 04 ate RX-A't-'e• 7-otecv.on Aizercy published 1n the-321 W Prudte. , srraa¢s-?.eget-n.!7iootaia¢s .. 1'+EeaL ?--GZS:-'2 a propa73al to :=rmd 33a Is 341*4*0es or - lano=r r::1740.t33 et seq.: IS U.S.C_ - Eta general gram reguLsaors to-incor- =,X= am-act..uaL tot e:a.q:3z 174"M 123!et".:42 U S.C. 2`!•f,ra al coo_"x_. 211:24-y 244..20..2001-1. 140 ;urate:..i^.�•:m SLL1d�'vs for?•"p4':.'^e-� �.1�3 �ua.^aau7r2tr sp,.::��. -285T as 187t sc F--.;. :^ent under ]:e=ars (propa.ed Pa:-% 33. r-Mat...resya�tx:_7. s-q» "_mld63*1 essr{. =0 F-TL 232961 and to amend Its state ='�' A^ �':�. §33.001 .tpplicaWitr am)W..12- rtna local a,�c:stanze Z71--t r!�:Ist'.J� ='1 era i asn=100=7b•.-r_._ 1p:n; Kd a.-:e enc T�aThis ns' to Pa.Z :5. 40 =A%3 Sua.rrv,rsesg,�rxforDoeuremcn,~t:-, l'.R. a Part ZS aYulsi a a 33-.ataproeureat s�i:'a"SS of.T:- tees unw: :etre published :s f'Zi' al in the =zx%L ':3aso Zr-Mr� - vra*at ZP?lg:sets.=eeptthat proea:easento': Rr:cra_s3 on December 1:. 19:5 (40 M-.- ��� [I). :lrrhiteetr:rat or.en�eec�ny ser-_ 33a02) and tu.".er amended ea DecYm- be:29. 19:R(ii P 56::), =^-DD ?e.lersl ycocL^weaS reYttlsltona lees and constrttcUon co--t=-_. unser Gees cmn;s for Cowirtection of TYe.►tmr.: lite~. Part.T3 rectilat:ons = ern all renut: LRor>^s is covered ::'0 Lbeum n•- - by ))33-"-&procurement rrants 4exxrept form c'zt rent-ai aad en- .ns lmder all zp% 32313 Oer tec=C on of,�rocu t=eat s7a- 33-923 Of this s!0-1 servteesd o an oaf rerores- an= ^ince^iz a:=-e^ta�subject to 40(_�- Tim 1�accoa .tpc avcaba) vh:ra involve no + j slznroject.acme z 34.9:t6�35.9.; sad 35933 sad co:st,�^- ==3 L:::L^nttom--a0 sa sat coal becaLse of L'ts project wort t:r.:3e: teo_•t S.M.mnd:s subject L�.a Ccs 33338. ss=-•d. the Vant, (sect! as legal or acccunt:.-t, 3 eti a:td I&POI 1.and d owe-!7 mod- rto;.R to omm 3ernCes On a retainer basis)are not cov- fort uta Lee=trades and to Pl rte 3 art -� _ '�tOe"'bt-oa'� ered.However,Where the natu,-e of Ghe- the !n the ru tion car^. :o?are 35 for Sa w Zacerso+.s sa a�eecr�s srr7')css Is a one Uzaa,event Pee itar-:a the txatr etloa L^asnt ppm Asa s.sy ac-r,a.rss..d..oaeterw,rrt and resuIttax from the prosect reeei-iE»t sole o:�1CY:tea: receirrd en Part 33x0 `Cna:e,r re paa.ra;t,7 •3d4!=twee.thesast,n b e s doaaply. nd L'C a..ence ^,Shed under Parc'-.S. erxwp- tiier rr-a number of t_hs sees=rade la $=Ws Defi,a tumJ, t•.r.cr'ort to!=Prove.st=pi:'7 and cia.-I!Y S`a"`t a"'p"""" "'r b7 FW-W :1:a :ruulaCaru whenet',rr SSM e. In At Csed fre this part, t a term atter- - vere al.thechsrges crere not sism,arsa: =W* 7 Z=e-: -t shall have the set $ az d tt a 1 eSulst ors :t r.a:: s mfla- Trp-of m=use.& forth below.Other wortis=d terms not a dehaed belm 'amu have tE stractu:a and content to t`.e Put = =140-1 as a mean'=) t pubtlnot a a=d aatso- fwvea to!he=f11 f 30.1= (D zi:foci) :egulatretu as propr2srd =4tc► t23a i:aLtoao(iKdu 0:Otis amerd=eatc to the Par:S5 rsps:aryo= =.410.2 ae.ge.y tt=*for pcep.ras!e.b =a S-,ally pr'orutz-1;=ted. ^ese re-C:2a- 31.4103 Aae.gt:ste bidet=tr cx.c.-%. Ss3ay'reeme)ef. A written ureemea: Vons also Implement L'te mulre` zt3 31,ss6-t Ia >uacae:er, pe-ears1=6 betle- are EP3 grantee and anethzr of A'.tactt_^.ent O (?oc"--=eat S=--d- boati. Party(outer thaxt another public as--a- of- Office of T.=%4e_men:: and ='4:04 3"004 b . - c7)and any tLer of agreement theret`.der 3,dz__C'st uisr lva a-110 p+:SL'shed to 3341" axenam-U to b++--'�'� eoce• for the furnishing of aerr'ees.srsppt!�. the F-cnxasL R==TMZ on Jt.17 30. 19:4 �`� - or egt:!Poee=rmssary to complete the x.420-T $4d -�+1---"--• (?I FR 3=0161 relatirtz the ee1�inls�- Tt.4lo•a Pnbuc op.a;-s or btes. Droiect for which a grant-was marded, Lon of =rats to of:ltd 33,41" sags to chip son. Co. t=cbJdL--S coat-acts and subcontracts for education.hospltalt,and otyer noaB:O:lS spo+lbb trtCsx. Der3onal and profesafonal ser7tce5,con- e7.Ta.n!=tt0ns. 410-10 a-==st=eer torszitr ad- sultan-agreements and p%=cbWe oreem tets*ed ma"-uL tg but exelue employment ageements In accordance with 40 CFR 30.M 30.1_3, =3410-11 :10ge""Wea at Cc,-,=W- axeed- subject to Stats or 10=1 lttr anal 373- public comment on Treat reSulatiors Is m t solicited on a cont!'tuors baste. Coea- zrenu On theses:eltulxuons may be sub- s-►�d[->•�.o.r.....t ty a+.e.0aew Subpart A-•Police r-fitted = wriClrB to Director. Grants 23300 wppueae uny. 33!00 Grantee 3dmizn4tradon Division (PM414).T7.S. 33303 �� i or coa` �' procu1rommt*,sten&*. En,._raa.-nental P:otrction _Acrd. 401 =.310 1'acvdarve Scare or locall=y. 13.5x0-1 Ae quest& pubve tLo•_4ec regaw:M NI St:ret, S.LC., Rrw.,,,n 43S W_'1. . for qu.XIzc Ioes or pea? Ls, (a) Grantees rimy use their own Pro- 11 asiti".yton.D.C.23460. 313!,-2 LNmiustean 0-prope-Is. eureatent systems and procedures which E!Iec::nr dart•.Z'se,e inirrwt Pat':33 slOd L'bst sed prise cvnstden:aas racer fastittttlottai rrqutretnents or Slate, suba;e:`ement r'egulat_ons snail become -.5510-4 rMI-1- trrritor'st,or local Taws and ordlnaree3. eSxU:'e on _!larch 31. 1,:.. and sh-R 33510-5 se%olesuaeL to the extent that such 5714--s and pro- Oven t all p:ocu ente=r a.uoa* under =.stns a--:d or C"tmr*' cedurez do not conMct with the minl_ sranL. all den ur or atter elan date T..1 =313 Subeva=&=s uoder seYo:btect =uta requirements set forth in thlS Dedt*'aoras subchapter.. _ dera on a aw.:tednt .or=tions tat;--a un- � w (.b) $tate. territorial. or local lags, err „.^aats axat�ed prix to Jdareh 31. _ - 1977, sial! Also be subject to thecae =.We ordinsncm fKulattoas,oc prom4te--es Or -,:nr1,e_Mr»t3 if the g-ant(1) 1:`!i=des a zaift3 i nn 1=11 stttoaat recm!r-lend Lt Whtea aro de- '7 : - �i • ..sem FMnAL lms ix.VOL d?. lux 26- umAY.mau42Y 3. IV" `i� / °. d Mp, Y Ril�B'l 8: 1977 ?APT fit - Ty -iaw . ' RANI S - Minimum Standards for Procurz,44;�f - geyl •y ��w GRANT 3DENT3FtCATrON MO— R805551010 t FORM "MO JIM IL CiAt M 1:011111Y cm of b V.,, ±ANE)CFL PART tY NOTE: The Grant Ag rerment must tar complete-d in duplicate and the Crigina2 returned to the Grants Administration Division for tte.,d=,u.+rters grant Guards:and to the;appropriate Grants Administration Office for state and local awards within 3 c:alend;/t cdter rtcript or within any eatersiun of time as may be granted by EPA Receipt ora•43itieo refusal or failure to return the pntpertw e.�ciuted document within the prewtibed time,may result in lite automatic witttdrawai of the grout offer by the A,ncy. Any change to the Grant Agreement by the grantee sub- v. qucnt to tite dtauneeni being,Signed by the EPA Grant Award Official which the Grant Award Official detemtines to truteri;ally alter the Grant Agicernew shall void the Grant Agreerttent. _ OFFER AND ACCEPTANCE Tlet:Wited State:of America,acting b.v and through the U.S. Environmental Protection Agency(EPA),hereby offers a gaant1antretJtacrtt tit theCont_a Costa Coiat_v(Heal th for 83 -of all approved costs incurred up to and not CMJ>2�j�6i1—.»}TeGas e+rrrdin6 c 12�a �3L. __ _ for the Support of app.otic-d budget period effort described in application ria,rluating till ""'"Epidemiological Study of the Incidence of .ail=t:..:::.•_: .._ :.;<::: .Cancer as Related to Industrial Emissions in included herein by reference the Heavily Indu!i-- i4ed'Fart of Contra Costa County" ,s h ISSUIWI OT_F a;:E :a,rr...r.!-r-.:>ery..w(e!h.r. AWARD APPROVAL OFFICE tat:�aa. Ax10Ty r......>, owaa»,:eAto.c AC)OatExs Grants Adminlrtration Division Health Effects Research Laboratory- Environmental aboratoryEnvironmental Protection Agency Environmental Protection Agency liashington, D.C. 20460 Research Triangle Park, N.C. 27711 I%ITf.P STATt:S Or AWL/:.v&tt• I"L U.S.Eat VIMOaa4ENTAL PROTECTION AGENCY — A f ".ie;1` rents`CoFredirickBL. Me do s216 P 2.�— — f c31 SE 71;y7j lfit,t:e,un a;area 'alt a�.re#tjeo tot alyttsaltl.•t*_t Intra-ItHIMtal Pnatectaat A trig statrtitx} ptovisiurts artJ gr nt rerrala- tiaa,_ In a.x'elttitt�ahe.muaaf of atrk�tJtt><ru Geld aa+ tuyt�^cut,ns;rit pttaau:uet therrt.a!!)tit.uittichiigttcd represents drat lie i,duly anth.lai.:;l 10j"on hehalf of ncc ztaaater:a atti✓ati413a.attJ t.d the granxr ager,,ta1 tdnt the grant k subject tit the apph.able pt.,ti t ov,of-10 0-H L halx,:t t,ard•.•du iter Benj of Ill,provisitn:>tat lhi,a£sc.'nrrat(Piens d-thru IV).and fbl that ac tiittarl.c.=:.are) ,*r}trutrta:ur:,utile,.tt a rttrttrnr i•} strep-.*et tdut the wnuunts.ifany.founr!'by EPA Mohave been o%equid veil b:tetutrJal of oeJ t I tr t P 8Y H T E DEStLHATEp EE pRGANt2AT3DH _ p�� - OC7 25 1977 E A r. 5'C` l:d :ir. 5...76' In11an, Board of St spendSm PACE 4 OF 4 PART 111-GRANT CONDITIONS a. General Condltionc The,route cv►enants and agrees that it sill expeditiously initiate and timely complete the project work for which z5,�istan a has been awarded under this grant,in accordanoe with all applicable provisions of 40 CFR Chapter 1.Subpart B. The er_niee warrants.represtnts,and agrees that it.and its contractors.subcoatractors.employees and representatives, wo .omply with: (1)all applicable provisimb of 40 CFR Chapter 1.Subchapter B.INCLUDING BUT SOT LIMITED TO the Frociaions of Appendix A to 30 CFR Psrt 30.and(_)any special conditions set forth ia'this grant agreement or. sad• .sn!rnendment pursuant to 30 CFR 30.325. b. Sptciat conditions ^ar.e_ly progress reports will -be submitted to the EPA Project Officer. These -e-_-o_ts stall' cover work status, work progress, difficulties .eneountered, and -ra"'-imry data results and evaluations during the reporting period, remedial ac-ions taken, and a statement of activity anticipated daring the .subsequent . reporting period, including a description of equipment, techniques, and materials .o be used or evaluated. The report shall also include any changes of key personnel concerned with the project and a discussion of expenditures. 2. This a-ward is subject to downward adjustment only upon completion of a cost anal- ysis by the Washington Cost Advisory Office, Contracts Management Division, EPA. . 3. --is _.-ard is subject to the requirements of Ito CFR Part 33, dated February 8, 19T :soar attached). EPA F;•—5.:^_2CA:Re..3-7S1 K` _t -y PACE a OF 4 _ �1■M~pA�pA'' `7 V O v ' GRANT 10ENTIFICATION NO. -R80555trn.) .w- ` PART U..APPROVED BUDGET TABLE A-OBJtCT CLASS CATEGORY TOTAL APPROVED ALLOWABLE, t.1w..vRatsct:aw/ 01104E7 PERIOD COST 1. PL•RSONNEL 52.4011 2. Fnl%3m PENS FI TS 11,529 2. T>a+vet 1,500 5. SLPPLILS 1.5 OO a. C.-;TOAC-:.AL 74.636 '. C.^.N►7RUC TICK ��. 11,529 i. TOTAL�'�1ECT CM iR GCS 1 8 ' 1:. IN0IR7 =T COSTS: RATE N/A S OaS[ —0— • TOTAL(aha.. Gristee 1T: F.s«.l 83 %S $153,098 1a. TOTAL APPROVED GRANT AMOUNT $126-88k TABLE B-PICOGRAM ELEMENT CLASSIFICATION , 1'1�a+Pem.Rl.eei.1U a a. e. a s. w TOTAL (Share: Caste. R F.arna +.) t I. TOTAL APPROVED GRANT AMOUNT S TABLE C-PROGRAM ELEMENT CLASSIFICATION (Canarmetl.PA . 7. ADMIN IfTRAT10N CAPENSf T ___ _ 2. PRELIMINARII EXPENSE I LAND STRUCTURES.RIGI.T.OF.wAv a. ARC641TECTUPAL CNGINEERING S&%-C FEES S.OTHER ARC"ITCCTURAL ENG.NEER/NG FEES S.PROJECT INSPECTION FEES 7. LAND OEIv£LOPMENT I.RELOCATION CAPENS£S V RELOCATION PAYMENTS TO 7NOa YIDJALS AYD DUSINEfses :. OEVOL/TION AAO,REMOVAL I•. CO\STRUCTION AND PROJECT IMPROVEMENT ECL'I PMEN T 12 NISCELLANCOUS is TOTAL:LII...!Idea 11J p�r� IS. Ea TIMaTCO IwCOME at dwicawoo T.NET PiOJCCT AMOUNT(LI.e la:ik9 SSA 1-, LLSS: I\FLIGIDLE EXCLUSIONS is A--c- CANT,%.Qr%C.Ci i a TOTAL(Sher.: Gran... F.d.r+1 !.) ::.TOTAL APPROVED GRANT AMOUNT EPA Fwm 5700_20A(Rev.9-70 + AGE 2 OF A s •�� � -----•- _.. �.___ ..._ ____._..... ._ .__cwt .. . . .., - - - .... N.S.CMV{RO%MtMTAL PROTCZTIO•t AGEACY vRAIIT fDEMTfRlCATlCti r�9. GRANT AGREEM-WI/AMENOMEN:' R80 55 1 51 10 141-j CI+ECI{AMiL1z-4iAL9 ITSW16b T!OF A4g42!OW40oopv., :. . BEP; 7 f3TT i Cw:wT artvarcN• PC CF AZT1Y11 i. ^�:.JSwT.1[t►rF,PeDJ[:T�aY:f ?ii"1 PART"E1fERAL WFORMATICIi 1.ORM41'PROGRAM 2 STATbTE R!FEREMCE Clean Air I ].REGNLATIGN REfCRlRCC R�srsrCt: Act, as a=ended Section 133 40 M. , Parts 30 and 40 •. GRAMTEC ORGAMtLATtOM C.AX D•1[4S County Adainistration.Building Contra Costa Coanty(EtalT. Department) 651 Pine Street !Martinez, CPlifornia 94553 h,gMPLovCR I.O.Inc.•EVO 94-6000509M S. OROJECT MAMA1594 tGroe✓.e CerAes) 3.HAV Y' d.AVQk"S --. Orlva R. ..nod Contra Costa Cocnty fiealttb Department i��La: 1111 'lard St_-eet .. Health Officer Martinez, California .94553 0.TCLEPwOaI[MO.17nelr�i..ia.e wdel %-11=;) 372-25-= PROJECT OFFICER(FOA CawleCl) i IIAra? d ADOR[ss . Dr. Wilson B. :g za Health Effects Research Laboratory !A TITLE Faviro=ent l Protection .Agency 9tax i.sti.41n Research Triangle Park,:R.C. 2TT11 t. 'Ct 11+.lOwt a.0.(.WIL.§'Am.C.goo - (9,9) 541-:84"_'-1, =mac 2i74 7."OJECT TITLE AND OES:R:a;11% =piszm:ological Shady of tae T..•cidence of Cancer as 'ela.eA . to laiustr:31 Fissions in the Heavl!r I:durtr=elized ?art of Contra, Costa Comr.tyl/ Est-al:l_sh relat_onsh;p :e—mea site and tyle of cancer (aortalityand zo bi3 ty) as related to ea:-_ra=emttl exposure in the ben.may industrialized emd.:tan res:sewT ial part or the co:.; .cr .he Tears 19T-4-19?6. PROICCT STEP -.1T) �. OYRATiGM . PwOJEC7 PFRIO,{Dalai RNDGCT P[RIOD(Dala.) liil/TT - 1—o/3'-I19 11/1/77 - 10/31/78 7. DOLLAR AMONMTS p TOTAL 1 IDOJCCT COSTS v,�.�i,zk8 CPA GIIAMT AIIDI•MT(In-W"MI. , $126.33L X YNCaPCNOCD Pw1O1I V4.RAL.(CPA/uwb) TOTAL CLIGIRLC COSTS fVIIT) —A— J 1M11 AC TIOM Mwe Gwia gem amramp QQ TOTAL DNDCET PlM $153,098 10D CC!TS .026,834 10. ACCOUNTING DATA AP.�pCPp1A;10� DSC CC,%TROL%0. ACCDt:•IT no. 00.CLASS AMOUNT:.•Aw GCR aI. 68T,8010T F2454C T6e126.50F3 A,..1 $126,684 .I- $ 200 It.PAT4'EAT MET"D iL PAY E%;tinea.an vwIft"aRbrla )RChaft Pl1P Cad, R ADYANLES{_:111.1.wnd` �iR[/aIWRS;YwT Financial Officer . Contra Casa County Health Department r.f 2111 Ward S3tr =ee ♦t SEND PA.VC%f R[�-NEST TO Martinez, Cmlilorni*... EPA Fecal 5700-20A IR..."61 R:PLACCS EPA CORM'5100%=REV.A.TSI'OWCI•&S .. RAGE1 OF-4 04501.ETE AMD EPA FOO M 5MG-M.. tofl.It„8ed...vith board order t In the Board of Supervisors of Contra Costa County, Stab of Califomic j October 25 19 77 In!ht A4010 of _ Grant Agreement 029-232-1 with the U.S. Environmental Protection Agency foro. an Epidemiological Study of the Incidence of Cancer. The Board having approved, by its Order dated July 5,'1477, the submission of Grant Application #29-232 to the U. S. Environmental Protection Agency requesting federal grant funding for the County Health Department to conduct a two-year project entitled "Epidemiological Study of the Incidence of Cancer as Belated to Industrial Emissions in the Heavily Industrialized Parts of Contra Costa County," IT IS BY THE BOARD ORDERED that its Chairman is AUTHORIZED to execute Grant Agreement #29-232-1 with the U.'S. Environmental Protection Agency (EPA Grant #8805551010) providing $126,884 in federal grant funding for the first year of said project to be operated during,the term from November 1, 1977 through October 31, 1978, and under terms and conditions as more particularly set forth in said Agreement. PASSED BY THE BOARD on October 25, 1977. 1 hereby ceftify that the foregoing b a true and caered tapir of an order enI an the minutes of said Board of Supervisors an the dale alonnoicL Orig: Human Resources Agency Witness my hand and the Sed of the bard of Attn: Contracts S Grancs Unit Supervisors cc: County Administrator affixed +425thday of October l9 ?7 County Auditor/Controller County Health Officer U. S. EPA J. R. OLSSON, Clerk" By Ooh Cleric Jeanne 0. M..Ag RJP:sh 000 H-24 3176 13m �'���!',!; 3�I�C0�1��n. 1jd�11�i:ii - la.�r"lrlilrtt.A� �iiY �i.'�cd f1"�• lv..«^.i TO CLL:!tK MfRD OF at _ O'clock: Cr. SL'I i:i,lll;OitS Contra Co,ta: County Rccard:, • J. R. OLSSON, County Recorder Fee- S Official • ' BOARD OF SU.PFRVISORS, CONTRA COSTA ,COUNTY, CALIFORNIA In the Clatter of accepting and Giving - RFSOLUTIO.F OF ACC—EFTA SCE Notice of Cos:plction of Contract with � and NOTICE OF COM.PLET10 Alhambra_Electric -0.3.Hartinez (C.C. 03086, 3093) 10115-41-390 RESOLUTION. 210. 771a9i The Board of Supervisors of Contra. Costa County RESOLVES T11AT: - The County of Contra Costa on June 14, 1977 ' contracted with ' Alhambra Electric Co., 836 Alhambra Avenue, Martinez, California 94553 lame and Address of Contractor) for Juvenile Hall Kitchen Remodel, :02 Glacier Drive, Martinez, California 94553 with Insurance Company of North America as surety, 2Camz of Bonding Company fo: work to be perforned on the grounds of the County; and s The Public Worcs Director reports that said work has been inspected and complies with the approved plans, special provisions, and standard specifications, and recommends its-acceptance as complete i as ofsower 2.9;. 1477 Therefore, said work is accented as completed on said date, and the ! Clerk shall file with the Co"ty Recorder a copy of this Resolution and Notice as a Notice of' Completion for-said ccnatract,.. A time extension of 13 days is granted for delay in delivery of manufactured items. ` PASSED AND AEOPTED ON October 25, 1977 CERTIFICATIOCI and YERIFIC,ITIO;i . I certify that the foregoing is a true and correct copy of a resole- tion and acceptance duly adopted and entered on the minutes of zhis j Board's meet-in- on the above date. I declare under penalty of r perjury that the foregoing is true and correct. . . Dated: October 25, 1977 J. R. OLSSOC:, County Clerk E: at Marti.nc;, Caliiarn1a ex officio Clerk_ of the Board•Deputy UZurk.-I - g cc. Record Zunis return - Contractor - Auditor - 31001c t'orks RESOLUTIOU NO. 77/891 _ �V-9 9 1i1�C!! 1iliCGt?'l� T2, �Ii�ii�ii - 1.��.lLil=T! AT iiZfs2ir•.I.• TO CLERK. BOA!(D OF at SUPERVISORS - Contra Costa County Record- a. ecord a. R. OLSSOIi, County Recorder Fee S' Official I30JUM OF SUPEIIUSORS, CONTRA COSTA C01 TY, CALIFOF.::IA • 4. s In the Matter of Accepting and Giving RESOLUTI0:3 OF ACCEPTANCE Notice of Completion of Contract with dnd NOTICE OF CO:`.PL:._IO.1 Chas_ I. Cunningham Co. ) (C.C.- 333086, 3093) Project o. 4534-4281-661-77 ) RESOLURO'r:'210. 77/890 . The Board of Supervisors of Contra Costa County RESOLVES TUAT: The County of Contra Costa on September 12, 1977 contracted-with Chas. I. Cunningham Co. ox 425, Oakdale, California 95361 Flame and Acieress of Con c-actor) for installation of 55 linear feet of 60-inch diameter-reinforced concrete pipe and one manhole on Bel Amigo Road northeasterly of the intersection of Bel:Amigo Road and Camino Encanto in the Oanvilie area. Proiect No. 4534-4251-661-77_' with united States Fidelity and Guaranty Caatpaiiy of Baltimore as surety, Tama of 13onaing Company) for Mork to be performed on the grounds of the County;; and The Publip Works Director reports that said cork has been inspected and complies with the approved plans, special provisions, and standard specifications, and recommends its acceptance. as complete as of October 14, 1977 ; Therefore, said work is accepted as completed on saiddate, and t1-e Clerk shall file with the Couaty Recorder a copy of this Resolution and Notice as a Notice of Completion for -said contract. PASSED AILD AlMPTED Oil October 25, 1977 CERTIFICA 101i and YE -ICATIO;T I certify that the foregoi a; is a true and correct copy of ;i, resolu— tion and acceatance duly adopted and entered on the ninutes of t?:is Board's neetir-g on the above date. I declare zu:dr penalty of perjury that the foregoing is true and correct. Dated: October 25, 1977 J. R. OLSSO,:, ".County Clerk & at tlartin_-z. C-• iiornia ex officio Clerk of"the Board puty ..umer Originator: Public Works Department, Construction Division ' cc: uccoro .-ta rexusn _ Contrnctor Auditor Public Mark., 77/890 IN THE BOARD OF SUPERVISORS OF CONTRA COSTA COUNTY, STATE OF CALIFORNIA In the Matter of Accepting and Giving RESOLUTION -OF ACCEPTANCE Notice of Completion of Contract with } AND NOTICE OF COMPLETION C. J. Simms Co., Inc. RESOLUTION NO. 77,689 The Board of Supervisors of Contra Costa County RESOLVES that: This Board as the Board of Directors of the Contra Costa County Fire Protection District on April 1, 1977 contractedwith C. J. Simms Co., _Inc., for performing the weed abatement''program of the Contra Costa County Fire Protection District during calendar year 1977, with Industrial Indemnity Company as surety, for work to be performed within the District; and t - Chief A. V. Streuli reports that said work has been inspected and IN complies with the approved plans, special provisions, and standard specifications, and recommends its acceptance as complete as of September 30, 1977; Therefore, said work is accepted as completed on said date, and \ the Clerk shall file with the County Recorder a copy of the Resolution and Notice as a Notice of Completion for said contract. PASSED and ADOPTED on October 25, 1977. cc: Record and return Contractor Auditor-Controller Administrator Contra Costa County Fire Protection District County Counsel RESOLUTION NO. 77/889 "A1 000877 - - R' 17-E BOARD OF SUPERVISORS OF CO.TM COSTA COUNTY, STATE OF CALIFORNIA In the Matter of Completion ) of improvements and declaring ) RESOLUTION N0. 888 certain roads as County roads, ) Subdivision 4454, ) Oakley Area. ) The Public Works Director has notified this Board that with the exception of minor deficiencies, for which a $1,500.00 cash bond (Deposit Permit Detail No. 2952, dated October 18, 1977) has been deposited to insure correction of same, improvements have been completed in Subdivision 4454, Oakley area, as provided in the agreement heretofore approved by this Board in conjunction with the filing of the subdivision map; NOW, THEREFORE, BE IT RESOLVED that the improvements in the following subdivision have been completed for the purpose of establishing a terminal period for filing of liens in case of action under said Subdivision Agree- ment: Subdivision Date of Agreement 4454, Oakley area April 26, 1977 United Pacific Insurance Company U887437 BE IT FURTHER RESOLVED that the $500 cash deposit as surety (Auditor's Deposit Permit Detail No. 145229 dated March 24, 1977) be RETAINED for one year pursuant to the requirements of Section 94-4.406 of the Ordinance Code. BE IT FURTHER RESOLVED that the hereinafter described roads, as shown and dedicated for public use on the maps of Subdivision 4454 filed April 27, 1977 in Book 195 of maps at page 47, Official Records of Contra Costa County, State of California, are accepted and declared to be County Roads of Contra Costa County: Teresa Lane 36/56 0.25 mi Charles Hay 36/56 0.02 mi PASSED by the Board on October 25, 1977. Originating Department: Public Works Land Development Division cc: Public Works Director-Maintenance Recorder Public Works Director - LD F. B. b Gloria Stearns c/o Charles Pringle Rt. 2, Box 282W Brentwood, CA 94513 California Highway Patrol - Accident Investigation RESOLUTION NO-77 838 ° ° 00 c U 3 0040 13 r O O O Cl Oa 14 Zl O c O O O O O O ami'V3 U"4 W U O O O In tw O O '� 4 w QZ W O O a-1 to %O al u O O n a0 tnIs- r +~ V 40- V-4 N �. G W v} y ° U al C i+ m,a ar '" o u r- Cl o o o `� � �i 160 o N a,s� o to om m C o a1 ° �j0> o C v! W K W It 4 C C Z a3 is ++ 0= O .� es v 43 cct,4 V J N a y > .{ .0 iOb C h ow l+ O U O CO o V O O w d O Cl. O rO O O O O C CO O Cd 4ft r4 V-1 41 Baa c 3 O mrz "� o .mio0 > 3o ym 'O xx"4 "41 �s0 cm CISR O °.4m .l 3 m i N VWtag CIS r- ca O0mai .a ti mt�lm C% so c nboZo�+ o Q .:. smo > m C 4-0 q OU 41�w�TN U•O"4 ; Local A9 on oa aCounty Date = 111 IQ77 Supplement No. 5 r To local Agency-State Agrewent No. -04-5928 PROGRAM OF Lam..AWRY faMAL AtD 0T-SYsnh FIMM PMECM ME t�ntr�a cn�re Comity Pursuant to the federal-Aid for Off-System Roads Act, the attached 'Program' of Federal Aid for Off-System Roads Projects mmrked •Exhibit S" is hereby incorporated in that Master Agreement for the federal-Aid Program which was entered into between the above named COUNTY and the STATE on June 21 1977 and is subject to all of the teras and conomons thereor. The subject program is adopted in accordance with Paragraph 2 of Article II of the aforeiaentioned agreement under authority of County Resoluticn No. 77/$87 approved by the County Board of Supervisors on October 25, 3977 (See copy attached). B39ess S�tle Approved for State Attest: J. R. OLSSON C"Zk $yLp">� N ous, Deputy Clerk DegatsDistrict Director of :zarsporcation . District Oi Department or Transportation 13H4 .A-2S8 (4-77) 00981 low APPROVED l0itlarmavUlll� 1 IN THE BOARD OF SUPERVISORS OF CONTRA COSTA C,0UNTY, STATE OF CALIFORNIA In the Matter of Program Supplement) No. 5 of the County-State Master ) Agreement No. 04-5923, Federal ) RESOLUTION NO. 77/887 Aid-Off Systems Road Projects, ) Port Chicago Highway Curves, Clyde ) Area. ) ) Project No. 4371-4311-661-76 ) WHEREAS the County-State Master Agreement No. 04-5928 for Federal Aid Projects has been previously approved by the Board; and WHEREAS, of the total project costs of approximately $111 ,000, the estimated County share is $24,000, which requires the immediate payment of a $22,710 deposit to Caltrans; and WHEREAS the new agreement, Supplement No. 5, which supersedes previous County-State Agreement No. 1 , executed on January 18, 1977 (Board Resolution No. 77/37) provides $87,440 In federal funds for the project. On the recommendation of the Public Works Director, IT IS BY THE BOARD ORDERED that: 1 . The payment of the advance deposit is AUTHORIZED and the County Auditor-Controller Is directed to deliver a warrant to the Public Works Director for transaittal . 2. The Chairman is AUTHORIZED to execute Program Supplement •No. 5 of the Master Agreement, that provides specific funding for the reconstruction of Port Chicago Highway curves, north of Clyde. PASSED by the Board on October 25, 1977• t Originator: Public Works Department Road Design Division cc: Public Works Director CALTRANS County Auditor-Controller RESOLUTION NO. 77/887 t,liC,ii 1:I:CU�P�r, j{j:. �n <<� . ARt r •�: rr:__ TO CLE.M.. BOMILD OF at o'clock SUPERVISORS Contra Costa County Record.- J. R. OLSSOIt,`-County- Recorder Fee S Official 'r ARD -OF SUPERVISORS, CONTRA COSTA C0-dr. Y, CIMPOT14:IA In the hatter of Accepting and Giving } RESOLUTIO'ri OF JWCE TANCE Notice of Completion of Contract with ) ,and NOTICE OF COMPLETION D.C.M. Construction ) (C.C. 6§3086, 3P93)- I Projecto. - ) RESOLUTI0:: 310. 77/886 The Board of Supervisors of Contra Costa County PMOLYiS THAT: The County of Contra Costa on August 8, 1977 contracted•w1th O.C.M. Construction 160-1/2-Cherry Avenue AuburnCalifornia 9 6 3 (Dame and Address of Conz-actor) for installation of 560 linear feet of reinforced concrete pipe and seven drainage inlets-at the inters on of We—wvenue and Circle Orive in—UTe-Minut creek area. Project o. 38444N9-W-71, frith United States Fidelity and Guaranty Company of Baltimore as surety, - 2:ame o3 Bonding Company) - Tor work to be performed on the grounds of the County; and The PcbiIic Works Director reports that said work has been inspected and complies with the approved plans, special provisions, and standard specifications, and recommends its acceptance as complete • as of ' September 23, 1977 ; _• Therefore, said vory is accepted as coaaleted on said date, and the Clerk, s.all file with the County Recorder a-copy of this Resolution diad notice as a 1?otice of Completion for -said contract. PASSED A!1D AI;O?rTED Oil October 25, 1977 CERTIFICA^:IO11 and Yr"RIFICATIO7 I certify that the foregoing is a true and correct copy of a 2-esolu- -tion and acceptance duly adopted and entered on tre zir_utes of this Board's meetirg on the above date. I declze i:rder penzl�y of perjury that the foregoing is true and correct. Datcd: October 25 1977 J. R. OLSSOIE, Co urztS Clerk & n at Martis, C:s iiornia ex officio Cle_YI of the Board epucy Ulcrx Originator: Public Works Department, Construction Division CC: fiezora ;7u reiu-tii Crnitrlctor A;;diior 9Q0 C7 U..SO711TION ;:077/886. . `':��21.11 7��ii1.�) ,.r • R� �iiiiiit�P.lW*='Ti AM TrWt1i-'%:%.. tsw TO CL?:RK BOO_I D OF at o'clod: F4. SUPERVISORS • Contra Cotta County Record:, S. R. OLSSORi, County Recorder Fee S Official BOARD OF SUPERVISORS, COM TRA COSTA CGLMNTPY, CP.ZIFOFt,:IA In the Matter of Accepting and Giving REE S0LUT101, OF ACC�r?;CE Notice of Completion of Contract with and NOTICE OF COMPLET10.: Mike .,organ Paving ' (C.C. §3086, 3093) Project No. 481-4379-661-77 I=' OLUTIO:: 110. 77/885 . The Board of Supervisors of Contra Costa County RESOLVES TIIAT: The County of Contra Costa on August 15, 1977 contracted-with Mike Morgan Paving .� P.'0. Box 5368 Walnut Creek California 94596 liame and Address of Conzraazor) for modification of existing intersection of Alhambra Yallev Road and Castro Ranch Road in the Pinole area. Project No. l481=J379 661-77 with The Ohio Casualty Insurance Company of Hamilton. Ohio as surety, 2iame or Bonding Company) for work to be performed on the grounds of the County; and The Publin Nor'—v-- Birecto= re--orts that said uory has'been inspected and complies with the approved plans, special provisions, and standard specifications, and recommends its acceptance as complete as of October 14, 1977 ; . • Therefore, said work is accepted as completed on said date, and the Clerk shall file with the County Recorder a copy of this Resolution and Notice as a Notice of Completion for -said contract. The Board takes note of the fact that the Public Works Director Trill assess the contractor $150 liquidated damages for the two calendar-day delay in completing the project. PASSED AiiD AM iED Oil October 25, 1977 CERTIFICATION and VERIFICATION I certify that the foregoing is a true and correct copy of a resolu- tion and acccztance duly adopted and entered on t1he minutes of this Board's aeet_ng on the above date. I decle+re und_r penalty of perjury that the foregoing is true and correct. Dated: October 2�, 19 .7J. R. OLSSO;:, County Clerk & at Martin^_s, C�iiorzia ex officio Clerk. of the Board By O'ko ---V:1iu ty Clerr. Originator: Public Works Department, Construction Division cc: ii cora a na return Contractor Auditor. Publi c V'orks . . .. RR OId1TION ::n. 77/885 Vv vl,c CLERS'S CE:2TI?IC.�^z I, J. R. OLSSON, County Clerk of the County of Contra Costa, Cal_fornia, do hereby certify as follows: The foregoing is a full, true and corract copy of a resolution duly adopted by the Board of Supervisors of said County, at a regular meeting of said Board duly and regularly and legally held at the regular meeting place thereof on October 25, 1977, of which meeting all of the members of said Board of Supervisors had due notice and at which a majority thereof was present. At said meeting said resolution was introduced by Supervisor W. N. Boy;ess - and read in full, and was thereupon, upon motion of Supervisor J. P. Kenny , seconded by Supervisor E. H. Hasseltine , adopted by the following vote: AYES: Supervisors J- p- Kenny. N. C. Fanden, E. It. Hasseltine, N. K. Boggess NOES: (none) ABSENT: Supervisor R. I. Schroder • I-have carefully compared the same with the oiigi nal minutes of said meeting on file and of record in my office and said resolution is a full, true and correct copy of the original resolution adopted at said meeting and entered in said minutes. The original resolution has not been amended, modified or rescinded since the date of its adoption and the same is a w in full force and effect. Dated: Octobcr 2S 1977- J- R. Olsson ISEALI County CleM or the unty of on:ra Costa Ely 931,a" Deputy S. This Board o` Supervisors hereby covenants with the holders of all said notes at any time outstanding that at no time shdll the unpaid total amount of the notes issued and outstanding hereunder, as sh.tran by the County Auditor-Controller's accounts at the close of any month, be allowed to remain at more than eighty-five per cent (85%) of the uncollected balance of taxes for the current Fiscal Year 1977-1978, as shown by said accounts. 9. The Board of Supervisors hereby covenants with the holders of all said notes at any time outstanding that it will make no use of the proceeds of the notes which will cause said notes to be "arbitrage bonds" subject to federal income taxation by reason of Section 103(c) of the Internal Revenue Code of 1954_ To that end, so long as any of said notes are outstanding, the Board of Supervisors, and all county officers , having custody or control of any proceeds of said notes, shall comply with all requirements of said Section 103(c) and of all regulations of the United States Department of the Treasury issued thereunder, to the extent that such requirements are, at the time, applicable and in effect. PASSED ARID ADOPTED this 25th day of October, 1977, by the following vote: APES: Supervisors J. P. Kenny, Y. C. Fanden, E. H. Hasseltine, W. N. Boggess NOES: (none) ABS=2 L Supervisor R. I S ocl J Char of the Bo auoervisors AT—LEST: J. R_ OLSSOX., couN,ry CLERK cc: County Treasurer-Tax JW Collector Deputy County Clerk County Auditor-Controller County Administrator County Counsel .^fir+//��-'- .• 9 qJ 5. The Chairman of the Board of Supervisors and the County Auditor-Controller and the County Treasurer are each here- by authorized and directed to execute said notes for and on be- half of the County, and the County Clerk shall affix the seal of the County to said notes. Said signing and sealing shall constitute a valid and sufficient execution of said notes. 6. Said notes when and as issued shall be and are hereby sold to Bank of America National Trust and Savings Asso- ciation for the principal amount thereof, all in accordance with the provisions of said Article of said Government Code and as hereinabove provided, and said notes shall be repaid from revenue of the County provided for and to accrue to the County treasury during Fiscal Year 1977-1978 fromany source. The proceeds of sale of said notes shall be entered to the credit of the County's general reserve fund and may be used to make advances to operating funds in the County treasury; as authorized by Section 25 of Article XIII of the Constitution of the State of California. Payment of said notes at maturity or upon prior redemption shall be made by warrants drawn by the County Auditor-Controller on the County's general reserve • fund. 7. It is hereby covenanted and warranted by the Board of Supervisors of the County that all representations and recitals contained in this resolution are true and correct, and that the County, and its appropriate officials, and any and all other appropriate officials for and- on its behalf, have duly taken all proceedings and action necessary to be taken by them, and will take any additional proceedings and action necessary to be taken by them, for the collection of the revenue pledged hereunder in accordance with law and for carrying out the provisions of this resolution and any pledge hereunder and said notes. -7- of the State of California and with the provisions of Article 7.5, Chapter 4, Part 1, Division 2 of Title 5 (Sections 53840- 53844, both inclusive) of the California Government Code, and the proceedings of the Board of Supervisors of said County, including a resolution duly and regularly passed and adopted by said Board of Supervisors on October 25, 1977, authorizing the same, and that all acts, conditions and things required to exist, happen and be performed precedent to and in the issuance of this note have existed, happened and been performed in regular and due time, form and manner as required by law, and that this note, together with all other indebtedness and obliga- tions of said County, does not exceed any limit prescribed by the Constitution or statutes of the State of California. For the payment of the principal of and interest on this note and all notes of said authorized issue, all of the revenue of said County provided for during Fiscal Year 1977- 1978 from any source is hereby pledged, and this note shall constitute a first lien and charge thereon and is secured by a lien on all revenue to accrue to the County treasury from any source during Fiscal Year 1977-1978. IN WITNESS WHEREOF, the County of Contra Costa has caused this note to be executed by the Chairman of its Board of Supervisors and its Auditor-Controller and its Treasurer, and its official seal to be affixed hereto, this day of , 1977. COUNTY OF CONTRA COSTA By. Chairman of the Board-of Supervisors [SEAL] Auditor-Controller Treasurer COUNTY OF CONTRA COSTA TEHFOBARY NOTE FISCAL YEAR 1977-1978 Number $1,000,000 On the 15th day of December, 1977 (subject to any right of prior redemption hereinafter in this note expressly reserved), the County of Contra Costa, State of California, a county organized and existing under and by virtue of the Constitution and laws of the State of California, for value received, acknowledges itself indebted to and. promises to pay to the bearer hereof, at the office of the.Treasurer of said County, in Martinez, Contra Costa County, California, the principal sum of ONE MILLION DOLLARS ($110001000). in lawful money of the United States of America, with interest thereon at the rate of 3.22% per annum frcne the date hereof until payment in full of said.principal sum. Interest shall cease to accrue on said date unless this note is presented for payment on said date and is-not paid on said date. Both the principal of and interest:an this note shall be payable only upon surrender of this note as the same shall become due. This note shall be subject to call and redemption, at the option of said County, at any time prior to its fixed maturity date at the principal amount thereof and accrued interest thereon to date of redemptioni;upon two days` written notice thereof to the holder hereof. : This note is one of a duly authorized,-issue of notes of said County aggregating Fifteen Million Dollars ($15,000,000) in principal amount, ail of like security and tenor (except for varying numhers.and dates) . It is hereby certified, recited and declared that this note is issued in strict-conformity with the Constitution and laws v, source, and said notes shall constitute a first lien and charge thereon and shall be secured by a lien on all revenue to accrue to the County treasury from any source during Fiscal Year 1977- 1978 and shall be paid from the first such revenue received by the County. 4. Said notes shall be issued without coupons and shall each be substantially in the following form, the blanks in said form to be filled in with appropriate words or figures, to wit: -4- 009n -:.` the principal amount of not to exceed $15,000,000 by the issuance of not to exceed fifteen temporary notes therefor, said notes to be in the denomination of $1,000;000 each, to be numbered from 1 upwards in consecutive numerical order in order of issuance, each note to be dated the respective date of delivery thereof (on or after November.l, 1977 and prior to December 10, 1977) and all notes to mature and to bear interest (payable at maturity unless redeemed prior thereto), as follows: Interest Rate Maturity Date _ (per annum) December 15, 1977 3.225 Both the principal of and interest on said notes shall be pay- able in lawful money of the United States of America, only upon presentation and surrender thereof to the Treasurer of the County at his office in Martinez, Contra Costa County, California. Each of said notes shall be subject to call and redemption, at the option of the County, at any time prior to its fixed maturity date at the principal amount thereof and accrued interest thereon to date of redemption.upon two days' written notice thereof to the holder of the note. After the date fixed for such redemption, if the County shall have duly given notice of such redemption and shall have provided funds available for the payment of the principal of and interest on the note so called for redemption, interest on such note shall thereafter cease. Said notes when and as severally or collec- tively issued shall be and each of said notes hereby is sold to said bank at the principal amount thereof. 3. For the payment of the principal of and interest on said notes the County hereby pledges all the,revenue of the County provided for during Fiscal Year 1977-1978 from any -3- 17" itself of the provisions of said Article of said Code for the purpose of borrowing said amount of needed funds; and WHEREAS, the amount of total taxes levied for all pur- poses on the County's tax roll for the next preceding fiscal year amounted to not less than $375,220,266.16; and WHEREAS, no money has heretofore been borrowed by or on behalf of the County on tax anticipation notes or temporary notes in anticipation of the receipt of, or payable from or secured by, revenue of the County provided for during Fiscal Year 1977-1978; and WHEREAS, this Board of Supervisors has heretofore found and determined that time was of the essence,.and directed the County Treasurer to solicit and receive bids without advertising for them; and WHEREAS, on the basis of the foregoing solicitation, Bank of America National Trust and Savings Association has offered to and is willing to loan the County said amount of $15,000,000 to be evidenced by temporary notes. of the County to be issued as hereinafter described in this resolution, and said bank offered said loan to the County at the lowest net interest cost of all bids received upon said solicitation; NOW, THEREFORE, BE IT RESOLVED by the Board of Super- visors of the County of Contra Costa as follows: 1. All of the above recitals are true and correct, and this Board of Supervisors so finds, determines and repre- sents. 2. The County, pursuant to the provisions of said Article of the California Government Code and for the purpose of obtaining said funds needed by the County in said Fiscal Year 1977-1978, hereby dete—fines to and shall borrow of and from Bank of America National Trust and Savings Association -2- ,a COUNTY OF CONTRA COSTA RESOLUTION NO. 77/884 RESOLUTION PROVIDING FOR THE BORROWING OF FUNDS AND THE ISSUANCE AND SALE OF TEMPORARY NOTES THEREFOR - FISCAL YEAR 1977-1978 WHEREAS, the Board of Supervisors of Contra Costa County, a county duly organized and existing under the Consti- tution and laws of the State of California (which County is hereinafter sometimes called the 'County`), has declared it to be the policy of the County to make advances of current operating requirements to subsidiary political subdivisions required by law to deposit their funds in the County treasury, as such advances are authorized by the provisions of Section 25 of Article XIII of the Constitution of the State of California; and WHEREAS, the County Treasurer, with the approval of ' the County Auditor-Controller, has recommended that, in order to meet current operating requirements, the County borrow the sum of $15,000,000, which sum is necessary to meet current obligations payable by the County treasury, pending collection- of the revenue provided for the current Fiscal Year 1977-1978;. and WHEREAS, the County is authorized by Sections 53840 to 53844, both inclusive, of the California Government Code (being Article 7.5, Chapter 4, Part 1, Division 2, Title 5 of said Code) to borrow money for such purposes by the issuance of temporary notes, and this Board of Supgrvisors•desires to avail • i 60*I)* = ° IN THE BOARD OF SUPERVISORS OF CONTRA COSTA COUNTY, STATE. OF CALIFORNIA In the Matter of Proposed ) Abandonment of the San Ramon ) Railroad Branch Line, Southern ) RESOLUTION NO_ 77/883 Pacific Transportation Company.) The Board of Supervisors on September 28, 1976, opposed the proposed abandonment of the Southern Pacific Transportation Company San Ramon Branch Line and requested that the Interstate Commerce Commission hold public hearings concerning the abandonment. The commission has scheduled a public hearing in walnut Creek on November 1, 1977, at 9:30 a.m. in the meeting room of the Great Western Savings and Loan Building. The San Ramon Branch Line offers, at present, a transportation corridor which permits the movement of goods as a supplement to the local highway network. This line now serves the industrially zoned area in the San Ramon valley. The corridor may become important for passenger service in the future. In- the opinion of the Public works Department, preservation of this transportation corridor is of great importance to the County as a whole for economic and environmental reasons. The State of California is presently preparing a statewide. rail plan which will examine among other things, the importance of this line in a statewide context. Based on the above considerations and upon the recommendations of the Public works Director, now, therefore, BE IT RESOLVED that the Board of Supervisors of Contra Costa County: 1_ OPPOSES discontinuance of rail service between Dougherty Station in Alameda County and Chow Canyon Road in Contra Costa County, 2. OPPOSES removal of the track and abandonment of the ' right of way of the San Ramon Branch Line between Dougherty Station in Alameda County and Concord Avenue in Concord until the State of California Rail Plan has been adopted. 3. REQUESTS another public hearing be held to determine the conditions of track re—val and right of way abandonment if on the basis of the California Rail Plan this line is not of statewide interest; and, Further, the Public works Director and County Counsel are DIRECTED to represent the County and cities, that so request, at the Interstate Commerce Commission hearing. PASSED by the Board on October 25, 1977. Originator: Public Works Department Transportation Planning cc: Public Yorks Director Interstate Commerce Comm. Public Utilities Comm. Metropolitan Transportation Conn. Caltrans City of Concord City of Pleasant Hill City of Walnut Creek RESOLUTION NO. 77/883 QU9*71 E3MIBIT "A" Portion of that parcel of land described in the deed to Contra Costa County recorded December 7, 1960 in Book 3756 of Official Records, at page 547, Records of Contra Costa County, California, described as follows: Beginning on southeasterly line of Lot 34 as said lot is shown on the map entitled "Hap of Subdivision No. 1 of Brook-Wood Acres", filed April 22, 1913 in Book 9 of Haps at page 217, Records of said County, at the most easterly corner of said Contra Costa County parcel (3758 OR 547), thence, from said point of beginning along the northeasterly line of said Contra Costa County, parcel (3758 OR 547) Korth 39022'34" West, 48.50 feet and North 51031'31" West, 151.50 feet to the northwesterly line of said Contra Costa County parcel (3758 OR 547); West, 0.11 feet to a point on a line concentric with and 30.00 feet northeasterly, measured radially, from the center line of Withers Avenue, as said center line is shown on the map entitled "Tract 2155, Bonnie Brae Highlands", filed July 20, 1960 in Book 78 of maps, at page 36, Records of said County, from which a radial line of a non-tangent curve to the right having a radius of 830.00 feet, bears south 39"26101" West; thence, south- easterly along said curve, through a central angle of 13"28'49", an arc distance of 195.28 feet to said southeasterly line of Lot 34;(9 MB 217); thence, along said southeasterly line North 58"37'29" East, 17.05 feet to the point of beginning. Containing an area of 0.038 acres, 1659 square feet of land more or less. Bearings used in the above description are based on the California Coordinate System Zone III. 009 0 IN THE BOARD OF SUPERVISORS OF CO\TBA COSTA COUNTY, STATE OF CALIFORUTA Summary Abandonment of a ) Portion of Superseded Withers Avenue, ) RESOLUTLAN N0. 77/882 Lafayette Area ) (S b H No. 960.1) The Board of Supervisors of Contra Costa County hereby RESOLVES THAT: A portion of the County road known as Withers Avenue, Lafayette area, has been superseded by relocation. Said relocation did. not prohibit access to any property which adjoined the road prior to such relocation. It appears proper that said portion of relocated road be summarily abandoned as provided in Section 960.1 of the Streets and Highways Code of the State of California. 4 All that portion of said County road,"superseded by relocation and more particularly described in Exhibit "A" attached hereto and made a part hereof, be { and the same is hereby ABANDONED. +� The Clerk of the Board of Supervisors is DIRECTED to cause a certified .x p copy of this resolution to be recorded in the office of the County Recorder of the County of Contra Costa. U PASSED on October 25, 1977 unanimously by the Supervisors present. 0- to to o U d c Originator: Public Works Department Land Development Division cc: Recorder (via LD) County Administrator Public Works Assessor Planning The Humana Company 1201 Brown Ave., Lafayette, CA 94549 Rudy Ferrari 3252 Withers Ave., Lafayette, CA 94549 EBidW Thomas Bros. Haps — Hr. Richard Milliron Contra Costa County Water District Stege Sanitary District of Contra Costa County Oakley County Water District San Pablo Sanitary District Pacific Gas & Electric, Oakland Pacific Telephone Company, Oakland r / • RESOLLMON go. Jl/ t3us�r �TREE T 1 llj_ I 1'111 7 { ANO r 1 iPe j 4t i 1 (t•o� i t CONTRA COSTA COUNTY f A V, O ) PUBLIC WORKS DEPARTMENT MARTINEZ CALIFORNIA + ;' tll '�. ROAD NO. 34-85 RD_'G4ovP CV (f¢ At CANDONMENT - ALDER LANE R!w acquired by County {13ET-;Yf jV BV5ff 5 T. $ CRE5T,4Vr~� SCALE /`=50- . cm-m SEPT. /97'7 Instr. DIIAWH By J.E.NFs LE No. Recorded Vol. Page CHECKED BYI M.T. - 5'+ / 7 C OORD. REF.rF/2 1533,4001554,540 • EXHIBIT "A" All of alder Lane (25 feet in width) as said street is shown on the map entitled "Martinez Land Company, Tract K6. 3" filed September 27, 1915 in Book, 14 of Maps at page 287, records of Contra Costa County,,California. EXCEPTING THEREFROM: The northwesterly 25 feet of said Alder Lane being bounded on the northwest by Bush Street. s . IN THE BOARD OF SUPERVISORS OF COY= COSTA COUNTY, STATE OF CALIFORNIA Abandoning a portion of ) Resolution NO. 77/881 Al,!or Lane, Martinez area ) -Date: October-25, 1977 Resolution &-Notice of Intention to Abandon County Road (S. b H. Code 956.8,958) The Board of Supervisors of Contra Costa County RESOLVES THAT: Pursuant to the Streets and Highways Code it declares its intention. tod abandon the hereinafter described County Road. It fixes Tuesday, December 6, 1977 at 10:45 a.m. (or as'eontinued) in its Chambers, Administration Building, 651 Pine Street, Martinez, California, as the tine and place for hearing evidence offered by any interested party as to whether this road is unnecessary for present or prospective public use. This natter is referred to the Planning Commission for report before the hearing. The County Clerk shall have notice of this matter (1) published in the Morning News Gazette, a newspaper of general circulation published in this County which is designated as the newspaper most likely to give notice to persons interested in the proposed abandonment, for at least two successive weeks before the hearing and (2) posted conspicuously along the line of this road at least two weeks before the hearing. DESCRIPTION: See Exhibit "A" attached hereto and incorporated herein by this reference. PASSED unanimously by Supervisors present October 25, 1977. Originating Department: PW (LD) cc: Contra Costa County Water District Stege Sanitary District of C. C. C. East Bay Municipal Utility District Oakley County Water District San Pablo Sanitary District Director of Planning Public Works Director Draftsman (4) Joseph F. Swicegood 1420 Lydia Lane Clayton. CA 94517 Pacific Telephone Company, Oakland Pacific Gas g Electric Company, Oakland Thomas Brothers flaps RESOLUTION r.o. f 7/881 Section 16900--Page 30 i . i _- 77,• 1 4 i z F ks Section 16900--Page 29 pill ����ti ?�S,ri. T y4 x t `"...�" 1,';•sf —a"'�-a=` L ✓ '' .,t a ,`". `'`•'vt sx*'$- Section 16900--Page 28 • W . V g A Q `S i ` v \ s a .._v. ..titz'. '3" wikv'•:f7.-'.1.,... ,+l�;ta'. x, :fi ,' r Section 16900--Page 27 u oil lieW Ila • ..� -� ,� �.� '�. F -},�, i 4i =idyl .i s�`e "^.4- �t 1++�� $�,.,t,k c{¢�,{1,�,z,���;�'v :Fi�� . I ,� )t j' 1 •; � �� Section 16900--Page 26 Ir w Jill z P t ✓ i - �t zn U f7�rt «:�,L"�t ;d4�Tr'K! Section 16900--Page 25 CONTRA COSTA COUNTY DETENTION FACILITY ANNUNCIATOR REGISTER WITH COMPUTER PANEL SECTION ANNUNCIATOR LEVEL DESIGNATION PUSHBUTTON DOOR CONTROL YES NO 3 "A/B" Stair 3ST2 3ST2 x 2 "A/8" Stair 2ST2 2ST2 x 1 "A/e" Stair 1ST2 1ST2 x 3 "B/C" Stair 3ST1 3ST1 x 1 "B/C" Stair 1ST1 19T1 x 1 Courts/Holding C-H-IN 1123/1222 x 1 Courts/Holding C-H-IN 1121/1120 x 1 Courts/Holding C-H-OUT 1123A/1I22A x 1 Courts/Holding C-H-OUT 1121A/1120A x 4 Interior Stairs East 4ST6 4ST6 x 2 interior Stairs East 2ST6 2ST' x 4 Interior Stairs gest 4ST7 4ST7 x 2 Interior Stairs hest 2ST7 2ST7 x 3 ' Classroom ECLRN 3PO6A x 3 Classroom WCLRN 3P19 x 2 Central Control CC-OUT 2P14A/2P14 x TABLE c! # 1 Section 16900--Page 24 CONTRA COSTA COUNTY DETENTION FACILITY ' ANNUNCIATOR REGISTER ' WITH PANEL SECTION ANNUNCIATOR COMPUTER LEVEL DESIGNATION PUSHBUTTON DOOR CONTROL YES NO 1 Service COQ - x 1 Service DOCK ----- X 1 Medical CL-Iff -- _ 1 Medical - x cRTYD-Ix __-_- x 2 Medical SUB-Ix 2M01A/2M24 X 2 Medical VISIT-OUT 2M01/2M24A x 1 Medical MSTR-IN .._-.- x 1 Medical M-IN 1M31A x 1 Medical M-CED 1M31A/1M31 x 1 Medical M-OUT 1M31 X 1 Medical M-IN 1M01A x 1 Medical M-CEN IM01A/1MOl x 1 Medical M-OUT 1M01 x CLUSTER EXITS 3 "F" Stair 3ST5 3ST5 x 1 "F" Stair 1ST5 1STS X 1 Intake Exit Passage► INT-EXIT IQ024 X 3 "F/E" Stair 3ST4 - 3ST4 x 1 "F/2" Stair lBT4 1ST4 . X_ 1 "F/u" Stair 1ST4A. ST4l► 2 "8/D" Stairx 2STS y 2STS .x 1 "E/D" Stair 1STS 1ST8 X 1 S.P. INTAKE 1J33A X 2 S.P. COURTS 1J33. x 3 "A" Stair 3STA 3A34A g 3 "A" Stair 3ST3 3ST3 X 1 "A" Stair 1ST3 1ST3 x 1 In Wrkr. Courtyard_ 1Ct`YO 1T22 x 'TABLE " Poge, 4`of 5 {, r ' gz .rr�..rr.r. cr Section 16900--Page 23 ANNUNCIATOR CONTRA COSTA COUNTY DETENTION FACILITY REGISTER WITH PANEL SECTION ANNUNCIATOR COMPUTER LEVEL DESIGNATION PUSHBUTTON DOOR CONTROL YES NO 1 Booking BK-IN 1129A X 1 Booking BK-CEN 1I28A/1I28 X 1 Booking BK-OUT 1228 x 1 Booking BK-IN 1I41 X 1 Booking BK-CEN 1I41/1141A X 1 Booking BK-OUT 1I41A X 1 Vehicle Sally Port V-IN 1127, X 1 Vehicle Sally Port V-CAN 1127/1127A X 1 Vehicle Sally Port V-OUT 1127A X 1 Vehicle Sally Port VEH-B.P. So. Roll-Up X 1 Vehicle Sally Port VEH-DR. No. Roll-Up X. 1 Lobby L-IN 1I01 X 1 Lobby L-CEN 1I01/1I01A X 1 Lobby L-OUT 1I01A X 1 Lobby MSTR-IN 1P06A, 1P06, iSTP X 1 Lobby ADMIN-INFO-IN ----- x 1 Lobby ADMIN-REL-IN ----- x 1 Inmate/Worker SUB-IN ----- x 1 Inmate/Worker VISIT-OUT 2T03/2T01 X 1 Inmate/Worker CL-IN ----- x 1 Inmate/Worker CRTYD-IN ----- x 1 Inmate/Worker MSTR-IN 2T03A/2T0lA x 1 Inmate/Worker IW+IN, 1T23 X. 1 Inmate/Worker IW-CAN 1T23/1T23A X 1 Inmate/Worker IW-OUT 1T23A x 1 Service S-IN 1S21 x 1 Service S-CEN 1S21/1520 X. 1 Service S-PUT 1S20 x 1 Service S-IN 1S26 R 1 Service S-CEN* 1S26A, 15268, 1S26 x 1 Service S-OUT iS26A/15268 x 1 Service KITCHEN -- x ^�T►A/BLB,M�71" Paye 3 of 5 3'vy'�at Section 16900--Page 22 CONTRA COSTA COUNTY DETENTION FACILITY ANNUNCIATOR REGISTER WITH PANEL SECTION ANNUNCIATOR COMPUTER LEVEL DESIGNATION PUSHBUTTON DOOR CONTROL YES NO 3 Cluster "A" SUB-IN .- x 3 Cluster "A" SUB-IN ----- x 3 Cluster "A" MSTR-IN 3A27A, 3A28A, 3A29A, 3A30A X 3 Cluster "A" VISIT-OUT 3A27, 3A28, 3A29, 3A30 X 3 Cluster "A" A-IN 3P05B x 3 Cluster "A/B" AB-CEN 3POSA, 3POSS, 3P05 x 3 Cluster "A/B" AB-OUT 3POS x 3 Cluster "B" B-IN 3POSA X Cluster "B" CRTYD-IN ----- x 3 Cluster "B" CL-IN - - x 3 * Cluster "B" SUB-IN ----- x 3 Cluster "B" SUB-za ----- x 3 Cluster "B" MSTR-IN 3B26A, 3B27A, 3B28A, 3029A X 3 Cluster "B" VISIT-OUT 3826, 3B27, 3828, 3829 X 3 Cluster "B" B-IN 3PO7A X 3 Cluster "B/C" B-C-CEN 3PO7A, 3P07B, 3PO7 X 3 Cluster "B/C" B-C-OUT 3PO7 x 3 Cluster "C" C-IN 3P078 x 3. Cluster "C" CRTYD-IN ----- x 3 Cluster "C" CL-IN ----- x 3' Cluster "C" SUB-IN ----- x 3 Cluster "C" SUB-IN ----- x 3 Cluster "C" MSIR-IN 3C27A, 3C28A, 3C29A, 300A X 3 Cluster "C" VISIT-OUT 3C27, 3C28, 3C29, 300 X 3 Cluster "C" C-IN MIA x 3 Cluster "C" C-CEN 3PllA/3P11 X 3 Cluster "C" C-OUT. MI. X Z intake VISIT-OUT. .. 2Q25, 2Q29,'2Q30A x 1 Intake CRTYD-IN ----- x 1 Intake SLIB-IN ----- x 1 Intake CL-IN ----- X 1 Intake I-IN 1Q27 x 1 Intake I-CEN 1Q27/1Q27A X 1, Intake I-OUT 1Q27A X 1 Intake MSIR-IN ----- X 1 Booking MSTR-IN ----- X 1 Booking PAGE-IN ------ x .g T11BLS "# may{PaBR'Z "':of 5 f jt, a cs m r lr st , re ,f • up Section 16900--Page 21 ANNUNCIATOR CONTRA COSTA COUNTY DETENTION FACILITY REGISTER WITH COMPUTER PANEL SECTION ANNUNCIATOR JVEL DOOR CONTROL YES NO DESIGNXTION PUSHBUTTON 3F42 X 3 Cluster "F" F;-IN • 3F42/3P22A X 3 Cluster «F" F-IN 3P22X x 3 Cluster "F" F-IN 3 Cluster "F" CRTYD-IN X 3 Cluster "F" CL-IN BUD-IN ----- X 3 Cluster "F" -__ X 3 Cluster "F" SUB-IN 3 Cluster "F" MSTR-IN 3F31A,, MIS, 3F33A, 3734A X 3F31, 3F33, 3F34 x 3 Cluster "F" VISIT-OUT"F" "F"-IN 3P238 X 3 Cluster 3P23A, 3P238, 3P23 X 3 Cluster "EIF* ��� X 3P23 3 Cluster "R/F" FE-OUT3P23 3P23A . 3 Cluster "a/1'" CyTYD-IN ----- X 3 Cluster "E" Y7" ------ - X 3' Cluster "E" CL-IN _..___ X 3 Gluster'"E" SUB-IN -----, . X 3 Cluster "8" SUB-IN 3826A, 3E27A, 3E28A, 3E29A X OUT 3 Cluster "E" VISIT- 3E26 , 3E27, 3828, 3829 X 3 Cluster "E« E-IM 3P188 X 3 Cluster "E" IN x, 3 Gloster "E/D" ED-CEN 3P18A, 3P188, 3P18 3P18 X 3 Cluster "P/D" ED-OUT x 3P18A 3 Cluster "D« CRTY ----- X 3 Cluster "D" C D-IN -�� _ X 3 Cluster "D" SUS-IN P X . 3 Cluster "DwSUB-IN , .x. 3 Cluster "D" NSTR-IN 3D28A, 3D29A,-3D3OA x 3' Cluster "DO VISIT-OOT. 3D28, 3029, 3030 x 3 Cluster D X ` 3 Cluster "DO D-IN 31,14Ax 3 Cluster «D« D-CEN 3P14A/3P14 x 3 Cluster " 3P14 D" D-OUT 3P20A x r A-IN 3 cluster 3P20A/3P20 x 3 Cluster "A" A-CEN 3P20 A-OUT x 3 Cluster "A" x 3_ Cluster "A" CRTYD-IN x 3 Cluster "A" CL-IN To= "#", pogo 1 of 5 • ; }may . �7 ;kV 53kwa3..�.i_F .>.n-€!.� .M. SECURITY SYSTEM Section 26900--page 20 BART 3 - WASRAIVTI+ Equipment and installation shall Installing contractor. be free of defectsEquipmentbandua installation b Period of one in materials and Workmanshipi�xtd Year after acceptance by Architect. Labor and material required after Warranty shall be billed at the the Initial xates.cne-year PART 4 • SEISMIC UI�3ENTS All equipment shall be installed to withstand 4.S "9" in any direction. force of Calculation sheets shall be emergency locator CEC submitted for typical equipment raDk mounting, mounting, centraicontrol mounting in equipment 9, typical vide control unit itrack, and interDOmwichenit quipment rack. annunciator/ r Q�tr�n C } e " Q Detep k't 4!#"$ SECURITY SYSTEM Section 16900--Page 19 G. Computer Interfacess I. Digital input from intercom annunciator/control section in equipment rack to register incoming calls shall be in range of from 5 to 6 volts. 2. Digital output from external timer to dual pilot light on push/lock—push/release buttons shall be in range of 5 to 6 volts. 3. Interrupt inputs from door control pushbutton auxiliary contacts can be any voltage compatible with computer's interrupt hardware, but contractor must supply auxiliary power supply. 4. Digital output for clearing intercom annunciator/control unit and switching video switcher units in equipment rack shall drive mercury wetted relays to output mercury wetted contact functions to both units. Mercury wetted relays shall be CP Clare 1HG M51111-x00 Contractor shall supply any compensating diodes and auxiliary power supply as required. H. Summarys 1. Computer-assisted operation shall be provided for door control functions, only. All intercom annunciation on panel shall be completely independent 'of and go around computer. operator's procedure .in answering/initiating other calls shall, be uninhibited by computer. 2. Table A identifies and correlates intercom ` annunciator dual pilot light push/lock-push/ release buttons with appropriate door control pushbuttons. 3. Figures 1, 2, 3, 4, and 5r%show;proposed flow charts 6f.-application-software. r�CQntra Costa County Detention facility 6a, sr #� j :, SECURITY SYSTEM Section 16900--Page 16 F. Computers 1. Computer shall be modern state-of-the-art control computer with:, a. Interrupt structure. b. Hardware Interrupt Capability. c. External Timer Hardware. d. Digital Input Hardware. e. Digital Output Hardware. f. Battery Power.Supply - With min. capacity to maintain memory for 30 minutes. g. Battery Charger. 2. Computer must have minimum standard` software support consisting of: a. Event Driven Executive Operating System. b. Assembler Macros that function under Event Driven Operating System. i 3. Computer vendor must have full maintenance services available on a 7-day/week, 24-hours/ day basis with a four-hour maximum response. 4. Computer Vendor and Model Designation: '', Vendor Model Number a. Data General Eclipse S/130 b. Digital Equipment PDP 8A c. Honeywell Delta .1000 d. IBM Series 1 4953 Contra,,Costa County Detention Faoility ix s , Na ., :: SECURITY SYSTEM Section 16900---Page 17 3. Prompt Handler: This routine will prompt the console operator to his next service action by blinking the next-to-service dual pilot light on annunciator pushbutton. Blink rate at the pushbutton will be slow (1/second) . A. Service Handlers This rbutine is triggered by prompt handler and switches intercom annunciator/control unit and video switcher control unit in equipment rack via mercury wetted relays driven by digital output hardware. S. Console Handlers This routine responds to all pushbutton activity, at the main' console. Handier determines which request the operator is •currently servicing, removes its node from request queue, and reorders queue for a new prompt to be issued. Handler deletes nodes from the service queue (i.e., service is complete) . Dual pilot light on annunciator pushbutton of next node to be serviced will be blinking for quick visual reference by the operator. 6. Program descriptions and associated flow charts are proposed to contractor to clarify desired functional performance of computer system. It is contractor's responsibility to design, implement, install, and test a complete and functional computer system (hardware and software) that will meet performance objectives as described herein. E. Shake-Downs 1. Contractor shall provide minimum of 80 hours training .for central'control operators using computer-assisted mode at central control. 2. Contractor shall allow for sixty (60) clay shake-down period in order to make any necessary changes in door control function priorities or time limit violations. ` CQntra 'Costa;,County;, Detention;radiIitp {1 if t +, v 7 " rt sC }zrl a „ . ''6 a`1 i Y � �" �' Ltx t tt °tP .y+,a?r', ,e 4 `, L•,: v§, SECURITY SYSTEM Section 16900--Page 16 B. Door Control Function Priorities: 1. Vehicular Sally Ports - North and South. 2. Sally Ports 1Q27, 1P06, 1I01, 1X20, 1121, 1I22, 1123, 1T28, 1241. 3. Entrance Sally Ports 1M01, 1M31, 1820, 1526, 1T23, 3P02, 3P05, 3P07, 3Pll, 3P14, 3P18, 3P22, 3P23, 3F42, 2P14, W33. 4. Visitor's Doors 3A27--30, 3826-29, 2C27-30, 3D28-30, 3E26-29, 3F31-34, 2Q25-30, 2T01-03, 2M01, 2M24. S. Stair Doors (Service Open) 3ST8, 1ST5, 1002A, 3ST4, 1ST4, 1ST4A, 2ST8, 1ST8, 3A34A, 3ST3, 1ST3, 3ST2, 2ST2, 1ST2, 3ST1, 1ST1. 6. Classroom• Doors •3P06A, 3P19 6 Crtyd. Door 1T22. C. Time Limit' Violations: 1. Sally Port Doors,- ,2 minutes. 2. Visitor's Doors - 3 minutes. . 3. Stair Doors. (Service Open) Classroom Doors, Crtyd. Door - 4 minutes., D. Application Softwares Application software supplied with this system is anticipated W consist of five mainline programs operating under Event Driven Operating Executive, Application,programs consist off 1. Annunciator Handlers This routine responds I to each incoming,,call`. by linking a``, "description; node, (data record) into a priority-ordered request queue, and initiating -I an elapsed time counter,which .will _track the time-from-request to time-of=service'. 2. • Clock Handler: This routine.updates. the , computer time-of-day clock, and' increments , elapsed time, counters` in'queued. nodes. ."If,the elapsed request time for•n `node ' eds .a'•pre determined limit, a new priority-maybe assigned to that node and the request'queue may be subsequently reordered. Contra Costa,County Y Detention Facility 001 „ X.. 2t"E x` SECURITY SYSTEM Section 16900--Page 15 5. Operator Interventions a. Computer turns on a2nd slowly blinking duaipilot light behind annunciator pushbutton when its associated function is next to be serviced. b. Operator can cause a particular annunciated function to be served next (first) by pressing its annunciator pushbutton. This does not interfere with the balance of sequence that computer has established. c. Complete manual intervention can be achieved by pressing manual operation pushbutton. After operator presses pushbutton, computer is suspended until he releases manual pushbutton. 6. Manual Operation: Manual operation can be .established at any time by operator pressing manual ,pushbutton on panel which locks and lights in manual position. 7. Central Control Intercoms: There are two intercom masters at central control to provide two channels of voice communication. Therefore, two operators could work at panel at same time. Intercoms contain voice-operated amplifiers so that operators do not have to make an additional move of pressing a press-to-talk switch. S. Computer°Failure r- .Procedure in case sof failure, is:..,` a. Computer failure • • ; p annunciator lights. b. Press manual pushbutton. Conra�0osth County �Aplenti: n, Fei ii ity } k \` R1\Yti �.• r kK�; } '! `y': ! i ;s. M'1 All.4 ti:'' r�• f ^ 4{rte t.5 � � SECURITY SYSTEM Section 16900--Page 14 3. Computer-Assisted Mode Operations Software shall be assembled for the machine as a group of interacting small programs working under operating system that wills a. Establish a queue of incoming call requests to be serviced in sequence according to elapsed time and priority. b. Select call to be serviced and switch intercom control to answer call. c. Switch monitor to camera at location of incoming call. d. Clear both intercom and monitor after operator has activated door control. In summary, computer will establish sequence of answering incoming calls according to priority and elapsed time of annunciation on panel and switch/ clear intercom/monitor as required. Computer shall sort out requests, establish sequential servicing order, and switch functions. 4. Sequence of Servicing Incoming Callas a. Sequence of servicing incoming calls will .be determined by two parameters; (1); Priority, of call;requenteds and (2) Lerigth of time that request has'been annuneia<ted on panel: b. For. example,; a'lower priority call could super- sede a higher priority call if the first call had been annunciated on panel beyond a specified time limit. ~ ContraF Costa County . ne`tention'�`1� i�ity Sea ,tl. x A'3—t,1! � SECURITY SYSTEM Section 15940--Page 13 j Required operator moves at control panel when operating in manual mode to answer incoming call and unlock door are as follows: o Press annunciator pushbutton to answer call and switch monitor to camera at location. o Press door control pushbutton. o Press annunciator pushbutton again to clear intercom and release monitor. Above functional moves are the same in case of visual contact or no TV/visual contact because one pushbutton selects/switches and clears/ releases intercom and monitor. Required operator move at control panel to answer incoming call and unlock •door in computer-assisted mode is: Press door control pushbutton. 2. Incoming Call Annunciation: All incoming call annunciation will be under control of intercom annunciator control and go�around .computer, Appropriate Switchcra<ft;engraved,'°back-lighted, push/lock--push/release pushbuttons..will`light on panel. Therefore, any combination of push button/annunciators can be lit at one time. Computer cannot function as a mask to. inhibit- or suppress incoming calls. • Contra Costa,�County . , Detpntioh ~Facility N 4 , ,•..->of�.,.k..'�.,e..'uz*.�as�".s. Vit' SECURITY SYSTEM Section 16900--Page 12 2.7 CONTROL PANEL FOR "Dn CLUSTER A. Control panel shall be minimum twelve-gauge stainless steel, dust-tight, gasketed enclosures, in sections, back-hinged for raising to perpendicular position for maintenance. Contractor shall cable all sections, Disciplinary, Administration, Juvenile terminal strips in each section in a neat and work- manlike manner with enough slack cable to allow panel to be raised to perpendicular position. B. Graphic portions of panels shall be VI/LAM graphic Plastic overlay material as supplied by NIP Company, 5820 North Rosemead Blvd., Temple City, CA 81781. Specific design of section boundaries, colors, pushbutton and pilot light locations, are shown on drawings. C. Other Products on Panels 1. Control Mode As Cutler-Hammer NE30DA. ` 2. Door Position Pilot Lights: Cutler-Hammer #E30CA. 3. Control Mode B: Cutler-Hammer WOW. 2.8 COMPUTER-ASSISTED FUNCTION FOR MAIN CONTROL PANEL IN CENTRAL CONTROL 2P14A A. Generals One-man operation atcentral control , will be in a computer-assisted control mode. �s�tra{Geeta County De � Biai. ao i l i ty ss SECURITY SYSTEM Section 16900--Page 11 7. Contacts on door control pushbuttons switch interrupt signals to computer. 8. Contacts on manual push/lock—push/release button disables computer through connections on computer operator's panel. 9. Video cable from video switchers in equipment rack drive monitors. D. Main control panel shall be minimum twelve-gauge stainless steel, dust-tight gasketed enclosures, back-hinged in sections for raising to perpen- dicular position for maintenance. Contractor shall cable all sections, intercom annunciation and clear, video switching door control pushbuttons/ pilot lights, video cable, to terminal strips in each panel section in a neat and workmanlike manner with enough slack cable to allow •sections to be raised to perpendicular position. E. Graphic portions of panels shall be VI/LAM graphic plastic overlay material as supplied by N/P Company, 5620 North Rosemead Blvd., Temple City, CA 91781. Specific design of section boundaries, colors, pushbutton and pilot light locations, are shown on electrical drawings. F. Other Products on Panel: 1. -TV Monitors: See Section 16610. 2. Control Mode A Pushbuttons: Cutler-Hammer .#E30DA. - 3.` Control Mode B Pushbuttons: Cutler-Hammer W0DG, I: Control Mode H Pushbuttons: Cutler-Hammer iE30DG. 5. Door Control. Pilot Lights:. . Cutler-Hammer IE30CA. 6. Annunciator/Pushbuttons.`for: Door- Control Functions: Switcharaft- #PL-2122-05. 7. All Other Annunciators and "Manual" Pushbutton: Switchcraft #PL-1067-05. 8. Digital Clock: Simplex Model CALENDA' 30.flush mounted with #612 relay. Contra Co"sti County .AM, Detention Facility fi + e r t - ,� _- a ya ,�'� '�`"�"�24 '§c�`134 ..' �* ;�r`�'$asy�'ks.42'x't";�.�,r�'`{y,'�'�":� "`� �.�F-•�',Sk�� r�°` � .,r ,; �,-£., =,k�*s�,:: SECURITY SYSTEM Section 16900--Page 10 unlock, one green pilot light (lock) , one red pilot light (open) , for stair/emergency exit door control. b. Control Mode B: One momentary contact push- button for unlock, one green pilot light (lock) , one red pilot light (unlock) , for sally port, visitor, door control. c. Control Mode H: Three momentary contact pushbuttons for raise/lower-stop and three pilot lights green (lock) , red (unlock) , amber (stop) , for vehicular sally port roll-up door control. 5. Computer Failure Annunciators Back-lighted, engraved, Switchcraft pilot light. 6. Control Panel CCTV Monitors: Monitoica to be switchod to a specific location in sequence when panel operating in computer-assisted mode or • to be switched to location in manual mode (see Section 16610) . C. Interfacing to Control Panel from Controlled Devices: 1. Contacts in intercom annunciator control section in equipment rack switch pilot lights for visual intercom annunciation on 'panel, 2. Voltages from computer digital output section lights. sequence indicator pilot lights. ` 3. Contacts.°on push/lock"i)u$h/releaao'buttons ` clear intercom control,'in equipment rack. 4. Contacts on push/lock—push/release buttons switch video switeher units in equipment rack. 5. Contacts on door control pushbuttons activate remote located door' control. .. 6. Limit switch and door position.,switcheson remote located electrically controlled 'doors switch 24V pilot lights for. dpor status indication. "iCQnt;a Costa County Detention Facility r t r .x.5 -�y;a�tr k + ,.- :.�, t r { G siu a� '�*Marx �;�, a s �•�,..r zw� .d-*. ._.... SECURITY SYSTEM Section 16900--Page 9 2.6 MAIN CONTROL PANEL IN CENTRAL CONTROL 2P14A A. Main control panel in central control is quasi-graphic panel with visual intercom annunciation, pushbutton contacts for intercom and video switcher control, pushbuttons for door control,.pilot, lights for door status indication, two CCTV monitors, all arranged in designated separate sections and colors as shown on electrical drawings. B. Main Control Panel Functions: 1. Incoming Call Annunciators: Switchcraft engraved, back-lighted, pushbuttons for incoming call annunciation (push/lock--push/ , release) . a. Pushbutton lights on incoming call under control of intercom annunciator-control. b. Push/lock selects (answers) location via . either of two voice channels at central control (intercom masters) and transfers appropriate monitor to camera at location. c. Push/release clears intercom and releases monitor. 2. Sequence Indicator: -Additional dual pilot . light in Switchcraft engraved,' pushbutton for operatbr to determine"sequence of answering , incoming calls for door control request, (call) . 3. Manual Pushbuttons Push/lock manual--push/ release. 4. Pushbutton-Operated Door. Controls= Cutler- Hammer E-30 pilot devices operating in three modes of direct, manual, control: a. ' Control.Mode A: One I momentary contact pushbutton for service entry unlock, one maintained contact pushbutton for emergency } Contra Costa County.' '� s Detention Facility F ,t a � ; cY µ � . ,g i ' x�#, arc vui :; ks s`�.�5'b!'':v� '`L �x"'� a "r #•-'^ _r,-i�.f SECURITY SYSTEM Section 16900--Page 8 H. Graphic panels shall be minimum twelve-gauge stainless steel dust-tight, gasketed, enclosures, back-hinged for raising to perpendicular position for maintenance. Contractor shall cable all sections, emergency locator LEDs, fire/alarm LEDs, pre-charged sprinkler pushbuttons/pilot lights, abort pushbuttons, to terminal strips in each panel in a neat and workman- like manner with enough slack cable to allow panel to be raised to perpendicular position. I. Graphic portions of panels shall be VI/LAM graphic plastic overlay material as supplied by N/P Company, 5820 North Rosemead Blvd., Temple City, CA 91781. Specific design of floor plans, zone boundaries, flow lines, colors, LED locations, pushbutton and pilot light 'locations, are shown on drawings. J. Other Products on Graphic Panels: 1. I= Units: 1/4" dia. round LED's and'4/8" high numeric characters as manufactured by'Hewlett- Packard with limiting resistors as required. 2. Pre-Charge Sprinkler System Pushbuttons: Switchcraft PL-1067-05. 3. Pre-Charge Sprinkler System Abort Pushbuttons: Switchcraft PL-1067-05. 4. All Release Pushbuttons: Switchcraft PL-1067.05. L. Pre-Charge sprinkler System Timer: Simplex 94207-T. K. Architectural Coordination: <Electrical drawings of graphic annunciator panels Are for construction/:. .. estimating purposes' only.`' Architect, shall ',furnish Contractor final as-built,•floor plans and 'Contractor shall submit .final layout°'of panels 'for approval. '> s Contra Coato county ,�,��i` .Detention facility r`1`.r i+'",,,,h° -"` 5-t ``�" ? a 4�r -a' 9s yc 4 +i' '�ll . 'L �°w.. s �`• SECURITY SYSTEM Section 16900--Page 7 5. Control Equipment Cabinets - Model CEC-7020. 6. Annunciator Panel - Model RDC-60- 7. Test Panel - Model PTC-30. 2.5 EMERGENCY LOCATOROANDANELS FIRE ALARMR COMBINED SYSTEMSSYSTEMS ANNUNCIATION IN CENTRAL CONTROL A. Visual annunciation shall be provided by 24V LED units with placement and colors as shown on drawings. B. Fire/alarm panel at building control station shall drive appropriate fire/alarm LEDs-on annunciator panel via 24V signals frau annunciator section of fire/alarm panel. C. Emergency locator annunciator panel located on equipment rack central control shall drive appropriate emergency locator alarm LEDs .on annunciator panel via 24V signals from annunciator section of emergency locator panel. D. Pushbutton controls for pro--charged sprinkler system activation shall beinstalled at bottom of graphic annunciator p drawings. E. Timers shall be installed'in equipment'rack -central control to activite pre-charged sprinkler system: automatically after a five-minute delay. F. "Abort" pushbuttons shall be installed on graphic panels as shown on electrical drawings for central control operator to de-activate automatic timed function for pre-charged sprinkler system. : G. 'Graphic panel'LED, pushbutton, pilot light, connections shall be wired`to `.terminal strips for field connections. r ti h j Contra Cos to County _§ Detentionµ���� il�ty SECURITY SYSTEM Section 16900--Page 6 i i generate a 43 kHZ signal and transmit signal to each receiver when "test button" is activated, thereby ensuring that:receivers are functioning properly. Annunciator panel will also incorporate a "walk-around" test mode that will permit each receiver to be activated and tested by a 'pen transmitter with an automatic reset to ready state. E. Control Equipment Cabinets: Control equipment cabinets will operate from standard 110/115 VAC. No voltage from any control equipment cabinet may exceed 30 VAC or VDC. Control cabinet, working in conjunction with fault indicator, will provide line j supervision for all receivers so as to ensure line integrity to all receivers. Control equipment cabinets will have a power supply-battery combination which will provide continuous system operation in event of a total AC power failure. Battery will be self-charging when normal 110/115 VAC power is available. F. System and its electronic components will be designed in such a way as to allow for system expansion both in terms of additional receivers, and/or remote displays. System will also provide for sensing of other security pushbuttons . . Pushbuttons will active a zone light and audible alarm in samemanneras receiver. G. A separate test acoustical chamber for testing personal transmitters shall be provided for-and located near locker rooms. H. System equipment shall be.SCAN,as manufactured by Sentry Products Corp. of San Jose, California 1. Personal Transmitters - Model P-105. 2. Receivers. - Model R-301. 3. Receiver Guards - Model RVG. 4. Remote Terminals - Model RZT-05. . Contra,.Costa County t Detention Facility: a• _ w''h rb e3 -f 9 7 4 r.i 4 yti` a��` O�''"'�.`x .s. SECURITY SYSTEM Section 16900--Page 5 2.4 EMERGENCY LOCATOR ALARM (PANIC) SYSTEM A. Contractor shall furnish complete operating personal security system as described. System will consist of portable, personal, manually-operated ultrasonic alarm transmitters) working with ultrasonic-to- electronic transducers properly located to receive alarm signal. Transducer must be part of a receiver circuit which will amplify an alarm signal and transmit signal-to an annunciator panel. Panel will have an audible alarm which will ,activate upon receipt of any alarm. B. Transmitters Transmitter shall be a mechanical device containing no electronics or batteries. To facilitate carrying transmitter and ease of operation in an emergency situation, . transmitter shall be a small, pen-like device designed to be carried in a pocket or as a pendant and not exceeding 6" in length and 1/2" in diameter. It must be,.rugged and of all-metal construction to provide long' life. Transmitter must-be designed so that it can be triggered by simple finger pressure. C. Receivers Alarm receiver shall be designed to mount in a standard 4 x 4 Handy or similar box and contain ` an alert pilot light indicating that transmitted signal has been received at annunciator panel. Receiver must have a sufficiently narrow bandwidth around 43 kH8 and have appropriate time delays to prevent false alarms from normal metal-to-metal or other man-made sounds which could be generated in' an institutional or.business,environment. D. Annunicator PanelsAnnunciator panel will consist , . of zone lights and an audible alarm and incorporate a. "silent button" to silence audible alarm and a "reset button" which will extinguish both activated zone light and alert pilot lights of receivers and reset audible alarm, thereby resetting..system to ready state. Panel;will also have _a "fault" indicator which'.will` illuminate with zone `light in the event of a broken or cut .line.between zone receiver and main annunciator. panel. Annunciator panel will incorporate a test feature which will Contra-Costa County �, ��� , � � tirDetentio'in Facility � d*�#T` z z5 r Cdr S 1 $ t 4 {et i t Xs 7ar�- �;�`y�Mk SECURITY SYSTEM Section 16900--Page 4 PART 2 - COMPONENT DESCRIPTION 2.1 ALL ELECTRICALLY-OPERATED DOORS CONNECTED TO MAIN PANEL IN CENTRAL CONTROL 2P14A Electrically-operated door control is complete hard-wire system originating in central control. Power for door operation - and control is provided for at this location. Contractor shall provide all labor, equipment, .and material to install complete door control system with exception of doors, door hardware, locks, and door position switches, which shall be supplied by others. 2.2 ALL ELECTRICALLY-OPERATED "ALL RELEASE" FUNCTIONS FOR EMERGENCY EGRESS IN ALL HOUSING UNITS EXCEPT CLUSTER "D" "All release" function is complete hard-wire' system actuated by pushbuttons on annunciator graphic panels in central control 2P14A. . Power for door operation and control;,relays$-.' relay panels, are located in electrical closets near particular housing clusters. Contractor shall provide all labor, equipment, and material to install complete "all release" system with exception of doors, door hardware, locks, which shall be supplied by others. 2.3 ALL ELECTRICALLY-OPERATED DOORS WITHIN CLUSTER "D" Electrically-operated door control.is complete hard-wire system originating,:in control room 3D37. Power for door operation, control, relays, and relay'panels'. for .° Cluster "D" "all release" ;function is provided-for".' at this location. Contractor shall provide all I labor, 1 equipment, and material to install complete door control. , system with exception of doors, door hardware, locks-# and door position switches, `which shall be supplied by others. M ham COntra Costa COuntx•.{ Detention"Fay i7lityr^ Qs t Y, Sd• .. r. 'V Sa. } F '�'`��:•'�ih .'.}��� i '.� �2,i.8� ''�:'y ,..3,�z5 ,i,-:i'k.L �y •,; Via..'s_' 8'=�. 4 x k,x SECURITY SYSTEM Section 16900--Page 3 1.5 ACCEPTANCE A. Acceptance will be after field tests. B. Acceptance will be by Architect. 1.6 PRODUCTS, GENERAL A. Equipment supplied under this contract shall be new and unused and shall be manufactured by one manufacturer to nearest extent possible. B. Components shall not be experimental or "first-time" used. C. Model numbers given are supplied to indicate the exact operating features and quality and are not intended to limit equipment to manufacturerers listed. 1.7 PRODUCTS, SUBSTITUTIONS Requests for substitutions shall be considered by Architect if the for a to eptancbid enis receiveed at least ten working y Por request must include: A. Two copies of manufacturer's cut-sheets. for the proposed equipment= B. A detailed description of where the proposed equipment deviates from specificationsi and C. A list'of three other facilities similar to that specified where equipment similar to the proposed. equipment is in operation. 1 ContraCosta .County, n�lp Detention Facility i t F.a aaygy`,t 1%f SECURITY SYSTEM Section 16900--Page 2 E. Graphic annunciator panels for comb4ned emergency locator and fire alarm systems. Annunciator installed next to main control panel in central control 2P14A. F. Main control panel in central control 2P14A. G. Control panel for Cluster "D" doors in room 3D37. H. Closed circuit TV surveillance system (Refer to Section 16610) . I. Intercommunication system (Refer to Section 16800) . J. Computer-assisted function for main control panel in central control 2P14A. 1.3 SUBMITTALS A. Refer to other sections in Division 16000. B. Submit five copies of manufacturer's cut-sheets and published specifications for each piece of equipment to be provided. C. Submit five copies of manufacturer's shop drawings as applicable. D. After completion of this project, submit five sets of catalog sheets, operating and instruction manuals, as-built drawings and interconnection wiring diagrams to Architect for turnover to Owner. 1.4 FIELD TESTING A. Field testing shall be accomplished by installing contractor in presence of Architect or his repro sentative. B. Testing shall include operation -of all functions, controls and switches• on each item, required by specifications. C. A written report, signed by contractor and Architect (or his representative) shall be provided to owner at completion of testing. t .J? retry C .Coptra Costai Count ^ M Y . f uV Detent oM�Fa •ility ; � rt SECURITY SYSTEM Section 16900--Page 1 ! PART 1 - GENERAL 1.1 SCOPE A. Work under this Section shall include all equipment, labor, and materials required to install and make operational a complete SECURITY SYSTEM as described herein and as shown on the Contract Drawings. B. Applicable portions of Division 16000 shall apply to this portion of %the specifications. 1.2 COMPONENTS 'OF SECURITY SYSTEM A. All electrically-operated doors, with exception of those in Cluster "D", that are connected to main control panel in central control 21114A. B. All electrically-operated "all release", functions . . opening housing unit doors for emergency egress in all housing unit clusters with exception of Cluster "D". C. All electrically-operated doors in Cluster "D" connected to control panel in control room 3D37. D. Complete emergency locator (panic) alarm system including all: 1. Personal alarm transmitters] 2. 'Alarm receivers installed in locations according to designated zones .as ,shown on.electrical drawings 3: Remote terminals, (RZT) in locations as .shown on electrical drawings] 4. Control equipment cabinets (CEC) . in locations as shown on�,electrical drawingsi and 5. Emergency locator annunciator panel located in equipment rack central control room 2P14A. 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U,xS+.:.:..IF'�� 9 �,`.. � M-p3:�„{S.t^�1.:�t§§"��^�y,•' ".'^.'F""' 1'a,� .`' g"f't"* �+tt..St'# .. Section 16800--Page 30 C01I7M COSTA COMY DETEIIT1011 FACILITY TAKE W. It IWM*, M/nail COUM AMIMISMATIOM PI R B (3 BB 8OeBG) is C? am mm Wien Oiftlll.Tl01i M Mien mum Mrr ' «=1.aas L I tau %,EnTb is I Mm's uur t i I ii0t Cu $$Lmir t � . I twos iloRl7laolt 1 . I Im rtuyt I I tam /TMr IouMCs Alla I I lite MUMIctrAL mu" I i 144 sumwcm CWRT I i It74 =AM lUMA = "I" Cot""CCM IMOL I 1 I 1704 mummm I c I � jh�e{, z wkF. Section 16900--Page 29• CONTM COSTA COWITY DETENTION FACILITY TUIt no, 11 twrOYCma n*wim am C4SiRT t n n • R N M R N ' R C1C1G1C1CN0C1N CiE;6 O OR cc4curTloR �J g i►R A l 1111 al I 133s MWICIru,CWNr Nu i s1 Ts avu n •8 sfATlolf 1 ins WAICIVAL COATi sAM117 1 13ri MMICIPAL Ow" i 1 In. Jiro nMMKIPAL COUNT s i Ins own i i fns WIT"a I Ins i • I i31s IaRUI1AL CovNr � 1 Inn &MY i i inl IAM i I In: rnrse< i I LM CIM's 0"1= i I Illi 6S=iTATUM i 1 3n4 sMall CatRl! i orrus i Int 3i�Gs"R OI►ICs i . 1 1341 LIZUIC"s orriCs i - ` ti Section 16800--Page 28' CONTRA COSTA COWITY DETENTIOII FACILITY ' TANU.o• to tr2tReorn t•oR rurtuat oourT R ciooE;E;aaciaa o o ' OR Mile F 8 ' ROOM 06 • wrtdt U O tow COU"mum UP 1 int cum's rTATIOMI TOR C+OO r R 1 1 Ina swb ti 1 I ii2a Ctsfurm -cow I I Las lama • I lila J{MMR i ' —0451 COW t IJSa nitrcrrcr 2 I ina s unI int r1KARtRs a i t U22A 14MT I I in2c JAM" I ' I LM rom I I Uw cum-$OTTICR l I lila QWM ITATION I 2 apt" C=rmm COWIML I t iJta r4ROtIOR cou" l 1 l law Ct OW$OTTICt 1_ 2 2iilA CCWtML CONTIM l i ' � .M 1 x � ,� yt •s 4 ..µ1p y3�I akQi ' 9. Al •e.a"x...c'a,� "3` '4 ,}#�.. � V R.., Section 16800--Page 27 COHTPA COSTA COUIITY DCTFI(TIOti FACILITY riuu so. a•aaoa w rae snvscs srxr:ar Q am ' owimm : ON cu onvr:ow MM 06 s =n" CVORL%C I I,f1 SAW roar MM, 1 um ssua PM, canes s I 1 um 0M= l I 1 uri Cast=u31 I I I ux ar,ur roar. ainsa I I UM L"D:W ooa I I I uIN haus soar rola• I I I u0s ao�«uuuar i I i uws =Tome onus I 1 I u01 WOOD wM I I I 1 I 1 Isis ss sum I I 1 . 1• t t r� 4.�� � y .._ .- .—_ .. j .:kY m'��'�A :,:� R.:_.�c..,l,x ...1��s,�....._�-�''_"-i a�3, `.n'►..!S.,�..� �Avp ''t,,a..+rte#'�S ��j�',';�:�'`F'.'f t a. Section 16800--Page 26 COMM COSTA COMITY DEIEUTION FACILITY • TAXZX 0O. • URLRM6 TOR#RMATZ WONTR 2=710N M A DD8B8 B1913U9 g0 Q . • C o« DT2CRITTIO• � ..�. M Ills 11 1 1T## OAYROOM, 1WtTZR 1 1 ST3# Nmy FORT ' 1 • 11tt:a• IAUr RAT 1 1!3# tAIi.Y ►ORT cZllTtt 1 # 1 1T3IA OOTt1O• , 1 " # # V151TOR'• OOOM 1 1 1 -- t WJMARD 1 1 1T33 DAYRN.t 00. TAR• 4 4 ' • i # 3T31 •ALO m M-VMT#OM 1 1 • # JT33 NASAL•UR•tTAT1OR 1 1 # -• tAL4d1Y RtO. TAO• 1 i • 3 1T23 cOURTYARO DOOR i 1 1tT3 T# XMR 3 3 3PI" COnTAL a n mL 1 • 2 Im TROD iZRY1Q, 1 S11 1 1 1 I 1 t t �:anrrir�rrr rrrr■rrrr�w�. Cru;;iuCCCCiiMiiiu�uruirir�i rirMUNNO r�wr�rr C■ irWONMON rrMrrMON NEW =urn WE WON rrrr"�r' riuZr"rrrrrirrr�rCr�_ rr ■-C:C CCC CC rur■■rE�rr ��� ru�,lr rrrrrr C�r rurrr�rVE rr�rCmm ON mom 10111011 mmm ug mom ■ter rrlrre ; „ `rr�r�•�•r�•�rrCrr� ie�rrrrrrr�l��•lmllr�llll.nl..l as - r.Cnr�rrrir`r`r�r�■rrrrrrr. �rur�rr■■r rrrrrrrr �® MIR NO�rrrirri�rrr�C� ■�"ir��rrrrr�r�ri•n�rrr rrinrr�rrrrrrirr�r�/r ON �ovorrnr�rrrrrrrrrra Maim IrrurrNO comr'rrrNUM rim MON NO d� r,r,i,.,�,�rr.�rrr■rrrrrrrrr�C rr��rrrrrrrrrlrr.��.rr� rMMM rR�rrrrrrrrrr�MUNNE nnrrnr�r■�r■rrrrirrrrr�rrirr �rs�rrrrrrr�`r= mom C.i.nr......r.....m CCCCCCCCCCC CC rrrrrr. irrorrrrrrrr'rrrrm ,® OR rrrrrrrrirrMM" rrurrrr�rr�rrrrrr r rruNOrrrrr■rrMMrmitr■rri uo��rrriiiinrri■iCruErirOR C Cii C Cr■i ■r■■■■■r■■�■■r■ his ■■e■■■■r■■err■■ ■ ■ CC C■■■■rr■ 1 Section 16800--Page 24 C01{TM COSTA COU10Y DETEUT]ON FACILITY Tau RO. 7 INStRCCMS TOR m=:CAL CIMSTIM R n x A a • M M M M 8 B B B oB (D.G 0 Dm Ma ON otammag am MMICAL I IMIO Cum?"me"m x ! iMii SALOOMY x 1 x "VIA IMSfOs x I "CIA SALLY PORT DOOR, 1 1 I IMoi tOSLIC SAILT PORT t x 3Mf1A SALLY PORT DOOR, I PORT DOOR, 1 1 I I IJUIA =IMII hOLxC%"I POST TO1 1 iMi6 VISIRS x 1 MO iNxM I M MRDICAL i s t t RRDICAL tAOR . x t") VISIT'OR'S MOST .1 1 1126 V151TOR's COMIDOR 1 1 Isis VISITOR's COWWR I ' i iPOt VISITOR'S CORRIDOR 1 1 ISTI 61 STAIR 1 = 2316 16 STAIR 1 x IP16A Comm.CONTROL I 1 I906 POOR SCRVICS I 1 1167 RODKING I , Section 16800--Page 23 CONTRA COSTA courm nErUrn011 FACILITY tugs W. s Iwn{w"roR Walm ewsm •r, A A Maim • 000aoaa000go o � OR • 2T40 ar110oM 3 ] 1st» KAMV ' 1Ms1M 1 ] IrlsAn tom,MW 11119AA 3 1 1 3r11 vall"'s Mmy PWT 1 , 1 Ini ]n1A, In1A, fr3M 1 1 ] IIUA Murtt 1 J- 33111 t7rtslr� 1 3 Ir11 vssr=411IR7twCCM 1 . 3 31`34 V1211OR's SazaMN l ] CoORSYAwD ] 3 Me OONt700R, phn 1 1 3 3rdl CORPJWp, rAOs 3 3 u•0 arAN VATM ] _ 0 wlrs'Mw -• 3 Ira Rooslwn Wl"rAOs • 4r3s wAim" ] 1 • 137 &Alcoa ] 1 • u]s sAtcowr 1 • .. sAlsawr Imst"a Ih(M ] 10 ]57s is STAIR 1 7 Aw l 3 Irl" CMTML CMn*0L _ 1 1 1f0{ row SMIC6 1 { 1 {'qtr s : �.... '-1 M ._. i. as•'�j ex, t,:_-.:=F�-�b u"i..�...�c�....�.:�.3z�-a^'.'� rkv�� ;� � i= �'�'���°x1 t •n�`�,s ate;. Section 16800--Page 22 CONTRA COSTA COUIM DEIFJITIOII FACILITY TAru No. f INISRrcw roR 11ouIINo a.uLTc11 •s• O © 000819B9G 0 O I ROR <�CRIMIOM M I nil cue= NA.TLII 1 I nil "rm 1 MLR �11_ IIMTOt I CENTRR l I I.I. ,�00011! 1►17AA l I I.I. vullm'L LAMV.ORT 1 I I9I1 19 Ip, I9I9A ' I 1 I 3#1A UM_ INS10L I I Is" VIAim-11 lvmm 011 I I IUT vISITOR'L sNISIl00N - l • I Un v11ITOR�L INTMCON 1 7 IL" VISITOR-2 INTLRODII I mvRTTARD I ILII CORRIDOR. PMM I I ILII COIUIIon. PAN I ' I R ? • ROUIINO UNITS MOL { {gi LAUC011Y I 1 4 {LI. ML0011r { — WMINa URI"TAIL I • ; 1 I IST{ {{LTiIIR I I ITO6A CiJ11E110011 l l 1 I 711{A CW ML CONTROL 1 1 1504 Tom SERVICE 1 • ,,'� �,1 �: � _ice , _4_ "t* a•� Nr 7a5s..°tr x.,,z,v.��: _...�-a.z s�v..,'�.�,s..._._s_, ,�.�Ct�x+.on�§.=..'��._.. .rx,s_h 4--' -,, ° �. , . . �, � .• - .. *�� _. .---- Section 16800--Page 21 CONTRA COSTA COU1I7Y OETEHTION FACILITY TAM 110. 4 sNrsKas POR NWSINO CW MN "M B6IDE) oocio8G o am 1� m MAIN I r"a R s " Kom to CMTNL M 1 1 2"" sA1LT PORT wo11, ; . GLLT PORT DOOR. s 1Psu IOIDt , s"T Rw—DDDR, 1 Irl" Cto, 1 1 s , 3 1P14 wa VISIUM's DW"301" . 114 1019A 1D1oA I I' 1 1siT"'s 1NTZPAM 1 1 Es1o11�s 2NTENCAM i 1 xs13TOR's IWMPT1N 1 Is IN-M 1 x N3iTVATM 1 1 x 0011. PAU 1 039 WMID01t. PAGE 1 to em BOON. PAGE 1 a P13 XMWR. PAGE 1 i 1MX DAT rom G Nsa. UN1T4 s couarr RD. PAGE : ' • W41 WCONT 043 MAXWT 1 1 t 4 W44 MLCONV1 1 4 404S WOW— gummy OW-gummy Jim UMTS, 4 PAGE 7rPI4A CCUTPAL LORML 1 sal Irmo smici �t 77 iA N } +,..iu, _ ... .Y;S.os, T S..t.,.. — A� _ ��, * � R �r i' •ti"` • Section 16800--Page 20 CONTRA COSTA COUNTY DETENTION FACILITY TASLS go. t tMnM=d MR NOUSIMO surra'C A � y ! A • K M e M {� O [881919 B8.9g0 (EX) DOOR soon ODOM DtscxIPTIDN m =ram DDDR, trot. s►isa =PM DOORS wbr PORT Don, s s »ssA VISITOR'S W1X two 1 litsDOOM V15"0915 DODOS X 7A. 31 X= VISITOR'S IMISRmN t • i x:" ISITOR'S IMn:ROON t • O ITO VIrR•S IM MON t S nrtTOR'R nRLkm t S I CORJUDOR.,PAGR t Wm CORRIDOR. PAM t S 011rN7011 s no. UNIM cwnrmm 1 S "Man I / It SALCOW SA : 3 tCDNr 1150. UNITS. 1 Sun • 2 1" CTNIRAL CONTROL SOI Irom SERVlc6 ~� a t' � I -.. s ,.-_.a i-._ .'..e. �� .. s.s: S.•'k h_. .._ s,�_ �-.v 4 ..aa� ���`"'t"�' t; ��'".vkrr,- '�'s�. '�s^4c. .. - _., Section 16800--Page 19 CONTRA COSTA COURY DErVITION FACILITY TAM 00. 2 1rmm"►on IsmstRa cwrm •0• OOO8OOO © 0050 O OR e>ncumoR aooR • aysa - � g � ism R . SMU x"T roar ODOR, . 3ro�a awx won mm, ctrrsa sctrtsa,i D=. vnnOR's W"Ir roar 3ro7 s "slim's DamSol" s 3 Un 3 sit" • 01ls IrrcRaar . 7 3022 V10TOR•s srttaoor s 3 2222 V121"a'0 trtaRCON s 3 3033 coma DON. PAGE 3 • ! 3033 ooAAtooR ►AaR s 3 3m "m Roan P&M 3 3 3030 Im LIBRARY rpm s _ 3 ars• Iuskmw mm 3 Vito' CtAxswm"m 3 mylaw a on. cmmmw MLCM s 035 IMAM s cummo■04X=Y, • 330E • arseOASSMON A—1104, WOOD SZOVICZ Ail- 0 .iicr;1: a�1�. Section 16800--Page 16 COMM COSTA COUIM DBERtTIOU FACILITY VMS RO. I IRTtRWm TOR ROOSIRO cwrrCA•A• . fCC � r y R; IO M M k k M x3I 8ass aClC7C) a O BBBB • r wimm . ORDCSCR MON am I ai f7 ,Rye„ {j iii33i ""Ta I I ' • . MILT TORI DDOR, SA33 IRSIDL CSWTLR I ' y MIR 5"T RT WOR.CLVM I . vi I y ITRl roRT WaR . . y 3"1 IRSIDi twissR I 3 3"S" u1i AA I 3 In$ IORT PORK 3 t I MIX U39A. I"Sk, UIDA I • 3 1"" VISITOR'S IRT[RCOK 1 3 3"S VISITOR'S IRKRCOR 1 I IAIf VISITOIt'i INTLSflOM I 3 UID VISITOR'S IN'RRORR I , ' - 3 I43I CORRIDOR U33 3 3 mu CDRRIWR UU 3 • 3 -- ODCRTYARD I 3 3^33 OATAOIMi S no. t I MsTrx A utma. I 'ITT% al sThyl I Hln r ,. �-. . .. ... .xt.4..�. L ... .N.�r�.`a 11�`#iY\dh�'.'S"�S`z ).' `t,�4n?jk� nley • �?«,..r ....... .Ci... INTERCOMMUNICATIONS SYSTEMS Section 16600--Page 17 4.3 MASTER CLOCK A. Locate one (1) master clock in Level 2, Central Control Console Area. B. Master Clock: Simplex #943-6. C. Thirty-eight —secondary (remote). clocks. 1. 12-inch semi-flush. 2. Back box with plug. 3. Modulated.pulse receiver. 4. Custom dial as selected by Architect. D. Secondary Clockst Simplex #76-45/Custom Dial. See Riser Diagram on drawings. E. Secondary clocks for installation in control consoles levels 2 and 3 shall be electronic type, digital display 2" high figures, and will also receive hourly and 12-hour correction pulses. During power failure, clock will blank out. On power restoration, clock will relight to correct time. Use Electronic Graphics and Engineering Inc. Series EGE-1000 with seconds read out. Color by Architect. 4.4 SYSTEM TEST Provide complete system test under supervision of factory- trained field engineer. System test shall include, but not be limited, exercising of remote station functions controlled by master clock, fast/slow correction and daylight saving advance/retard-reset. Submit written test report to Architect upon completion of test. �, a,Contra Costa County ?.,)etention Facility r G-. INTERCOMMUNICATIONS SYSTEMS Section 16800--Page 16 D. Repairs for damages caused by misuse or abuse shall be billed for actual material costs plus applicable labor required. E. Labor and material required after the initial one-year warranty shall be billed at the current rates. 3.2 SERVICE A. Installing contractor shall provide 24-hour, 7-days-a- week service as required by Owner. B. Installing contractor shall provide service within four (4) hours of receipt of request for service. PART 4 - CLOCK SYSTEM 4.1 GENERAL All electronic system as manufactured by Simplex Time and Recording Co. Clocks require single 120 volt outlet. Clocks system contains an imposed frequency signal throughout the building electrical distribution. 4.2 SIGNAL GENERATOR A. Install in Electrical Equipment Room, Level 1. B. Enclosure contains all necessary start/stop motor control and required capacitor/coupling to power source. Signal generator shall be Simplex #640-4. C. Connect signal generator output to 2500 amp main bus secondary 480/277 volt. 1. 30 amp, 3-phase signal generator motor supply. 2. 60 amp, 3-phase signal coupling supply to 3-phase, 277 volt bus. ,Contra Costa County Detention-Facility ...... _ s _.-..Y .o._..., .. `::1 _ ,. __ =a._Y. ..kPZa.F:,.w•s 3a$�`{��6.�,n�.4�aip .� �' ,'si- Lam., INTERCOMMUNICATIONS SYSTEMS Section 16800--Page 15 existing manhole will be enlarged to accommodate facility expansion. New openings will be provided to bring in the new two 4" conduits. Provide pull wires. B. Provide new manhole as shown on plan. The manhole shall meet Telephone Co. standards and provide necessary cable- pulling facilities. Manhole frame and cover to be standard products of PG&E quality. C. The in-house distribution for telephone cables originate from Main Terminal Room, Level 1, and will distribute a conduit system below slab to out-lying Terminal Closets. Provide 2-1/2" E.C. to each terminal closet on Level 1 (2) . Provide 2" E.C. riser conduits up 'to Level 2, closets 2. See drawings. D. All out-lying telephone terminal rooms require plywood backboards as called .out for on the drawings. The Contractor will provide 3/4" thick x 4' x.8' plywood panels on all walls 36" wide or larger. Each closet will require two 120 volt duplex receptacles— each on emergency circuit for Telephone Co. use. E. All empty conduits require pull wires. PART 3 - WARRANTY AND SERVICE 3.1 WARRANTY A. Equipment and installation shall be guaranteed by installing contractor. Equipment and installation to be free of defects in materials and workmanship for a period of one (1) year after acceptance by architect. B. All costs to repair or replace defective components or to correct defective workmanship shall be borne by installing contractor provided that: 1. Repairs can be made between 7:00 A.M. and 5:00 P.M. 2. Damage has not been the result of misuse or abuse. C. Repairs made during hours other than those indicated shall be billed on a labor-only basis as rates in effect at that time. .'' 1'•Contra:Costa County Detention Facility 1 6 €. 4 � P INTERCOMMUNICATIONS SYSTEMS Section 16800--Page 14 E. Microphones: 1. Microphones shall be desk-type with integral stand and press-to-talk switch. 2. Microphones shall be capable of switching external relay. 3. Microphones shall have a frequency response of 100-10,000 Hz. 4. Microphones shall have a high impedance output. 5. Microphones shall be J. W. Davis/Shure #450. 2.5 WIRING AND CABLE A. Wiring and cable shall be as recommended by manufacturer of the system. In gcneral, 18-gauge twisted pair, stranded cable shall be used for signal distribution from high level sources, and 22-gauge twisted and shielded pairs for signal distribution from low level sources. B. All wiring and cable shall be jacketed with polyvinyl- chloride insulation. C. Terminations shall be consistent throughout the system at like stations. D. Cables shall not be spliced so as to change color code. 2.6 COMMERCIAL TELEPHONE SYSTEM A. The Pacific Telephone and Telegraph Co. shall be responsible for installing a complete commercial . telephone system. The system is in keeping with present Centrex System shared by County buildings In . that area. Contractor shall provide two 4" empty conduits from existing, location of PT&T manhole on South-Easterly corner of Ward and Pine Streets. The ..Contra Costa County Detention,Facility 1 INTERCOMMUNICATIONS SYS'T'EMS Section 16800--Page 13 3. Amplifiers shall have a frequency response equal to or better than 60-15,000 Hz +/- 1.5 dB with less than 5% distortion at rated output. 4. Amplifiers shall have high-impedance-microphone input and law-impedance-intercom input. C. Speakersa 1. Speakers shall be minimum eight (0) inches in diameter. 2. Speakers shall have a frequency response from 60-15,000 Hz. 3. Speakers shall have a minimum three (3) ounce ALNICO V magnet. 4. Speakers shall be rated for ten (10) watts RMS. 5. Speakers shall be weatherproof where indicated on the contract drawings. 6. Speakers shall have an impedance of 8 ohms. 7. Speakers shall be provided with a matching transformer with taps for power level selection down to 1/2 watt. 8. Speakers shall be J. W. Davis #8W8 for indoor applications, or #AP-15TC for outdoor applications, with appropriate transformer, back- box, baffle and grille with tamperproof hardware (where required) . 9. Horn-type speakers shall be used in mechanical spaces where shown on the drawings--single or bi-directional as required. Indoor/outdoor types 10 Watt capacity. EKTACOM PS-6. D. Baffles: Baffles shall be heavy-gauge steel, shall mount directly to speaker backbox' with tamperproof hardware in areas accessible to prisoners. Baffles shall be J. W. Davis #SA-28W or equal. r , ,,Contra Costa County -Detention, Facility a e .. _.. '`..:'.1,. ::}a..4- 4'z•�*.<.i". i-1...:,`.:.w" ?'.is:..� ,x.'i.3'y�"s"y.�'wk ,.ak, ��'ta�,n§ INTERCOMMUNICATIONS SYSTEMS Section 16800--Page 12 3. Sally port vestibule station shall be provided with two (2) call-origination pushbuttons for originating calls to: a. Associated Guard Station Intercom Master. b. . Central Control Intercom Master. ! 4. Sally port vestibule station shall contain a four (4) inch speaker-microphone for two-way voice communication with called station without need for actuation of any controls or switches. 5. Sally port vestibule station shall be EKTACOM TS-2P-AN Series intercom remote station with tamperproof hardware. t 2.4 PAGING SYSTEM . A. General: Paging System provides for paging on a selective basis to certain pre-designated zones and for paging from certain locations to all zones simultaneous- ly. In general, paging shall be possible from Guard Stations to paging system within its associated housing unit, and from certain administrative areas to each zone selectively or to all zones simultaneously. Paging from administrative areas shall override paging orginating within a housing unit. B. Paging system shall be interfaced with Life/Safety System to transmit Fire Alarm 'For Fire Use' warning over paging speakers circuited for dual operation. Alarm to originate from Life/Safety mode. C. Amplifiers: A unique amplifier shall be provided for each paging zone. 1. Amplifiers shall be rated to provide adequate sound level at all speakers within the zone. 2. Amplifiers shall be completely independent of all other amplifiers, shall provide a 25 Volt output, shall be-solid-state, have output protected against shorts, and be capable of mounting in a 19" rack cabinet. ,,,,;Contra, Costa County Detention Facility 0019 - .=.c i _ _�'a�ti�.:Tf �. .`- .. -:� Le,�.c iii^.� _ •rad♦,$may,':-1. .z -. . I . INTERCOMMUNICATIONS SYSTEMS Section 16800--Page 11 entrances and vestibules and the Central Control Master and with associated Guard Station. This system is part of the identification process used in access control between areas of different levels of security. Activation of certain sally port stations is with a key and permits communication with associated Guard Station and Central Control Master when entering or leaving Housing Units and other security areas. In addition, a pushbutton-activated intercom station is provided in the sally port vestibule for call registration to either the associated Guard Station or to Central Control. B. Sally Port Entrance Station: 1. Sally port entrance station shall be flush mounted as shown on contract drawings and shall be mounted with tamperproof hardware in all-metal stanchion ' furnished under another section. 2. Sally port entrance station shall contain switches to energize CCTV camera and shall open hands-free intercom tie for call registration to Central Control Master or to associated Guard Station. Stations located outside Housing Units originate at the Guard Station, whereas stations located within Housing Unit originate at the Central Control Intercom Master Station. 3. Sally port entrance station shall contain a four (4) inch speaker-microphone for two-way voice communication with the called station without the need to operate any controls or switches. 4. Sally port entrance station shall be EKTACOM RS Series remote station with key-activated call circuits and tamperproof hardware. C. Sally Port Vestibule Station: 1. Sally port vestibule station shall be flush mounted as shown on contract drawings. 2. Sally port vestibule station shall be mounted with tamperproof hardware. Contra Costa County, Detention Facility 1 " �Ra�a ';?44,1y}t �l >�"�'i � �4,•>�� t >?7. �s INTERCOMMUNICATIONS SYSTEMS Section 16800--Page 10 2. Duty stations shall contain a red and a white lamp to indicate normal and emergency calls. 3. Duty stations shall contain two (2) chimes to indicate normal and emergency calls. 4. Duty stations shall contain a call switch and a call cancel switch for registering or cancelling calls to Nurse's Master. 5. Duty stations shall contain a hands-free speaker- microphone for two-way voice communication with j Nurse's Master. i 6. Duty stations shall contain an emergency button in areas shown on contract drawings. 7. Duty stations shall be EKTACOM HGD-1 Series with -EL option (where required) . H. Power Supply and Terminal Cabinet: 1. Power supply and terminal cabinet shall contain solid-state power supplies and flasher. 2. Power supply and terminal cabinets shall permit continuous and independent operation of nurse call and intercommunications system. 3. Power supply and terminal cabinet shall be flush mounted as shown on contract drawings. 4. Power supply and terminal cabinet shall be lockable. S. Power supply and terminal cabinet shall be UL listed. 6. Power supply and terminal cabinet shall be EKTACOM HVT/GQ-6 power supplies with HTC terminal cabinet with -LK lock. 2.3 SALLY PORT INTERCOM SYSTEMS A. General: Sally Port Intercom Systems provide for two-way voice communications between sally port Contra Costa County. Detention Facility - - 3 .. .t M o '. gyp.-: .'"f" ,3e•gy R".�rS4':.+4 i.�.,}FtQi}��. INTERCOMMUNICATIONS SYSTEMS Section 16800--Page 9 2. Corridor dome lamps shall contain a translucent white lens made of shatter-proof plastic. 3. Corridor dome lamps shall contain low-voltage red and white lamp(s) as required. 4. Corridor dome lamps shall use steady white to indicate normal patient/staff call, red to indicate emergency calls from toilet/bath or staff-originated emergency calls. 5. Corridor dome lamps shall have a stainless steel mounting plate. 6. Corridor dome lamps shall be EKTACOM HDL Series dome light. F. Staff Stations: 1. Staff stations shall be flush mounted where shown on contract drawings. 2. Staff stations shall permit call origination to Nurse's Master. 3. Staff stations shall permit two-way voice communication with Nurse's Master through a hands- free speaker-microphone. 4. Staff stations shall contain lights to indicate call placement and to indicate when Nurse's Station is monitoring. 5. Staff stations shall contain an emergency button in areas shown on contract drawings. 6. Staff stations shall be EKTACOM HGB-101 Series with -EL option (where required) . G. Duty Stations: 1. Duty stations shall be flush mounted where indicated on contract drawings. Contra Costa Count —Detention Facility ` t� INTERCOMMUNICATIONS SYSTEMS Section 16800--Page 8 C. Patient Bedside Station: 1. Patient bedside station shall be flush mounted, and contain the following features: a. . Call cord receptacle. b. Call placed light. C. Reset button. d. Solid-state circuits. 2. Patient bedside station shall be EKTACOM HVB-100 Series with HTX-11 call cord. 3. Patient bedside station RMS 1M14 through 1M17 in addition will require speaker/microphone (4" Dia.) for patient monitoring station for patient monitoring. Station shall be EKTACOM HG-11 with call cord. D. Patient and Staff Emergency Buttons: 1. Patient and staff emergency buttons shall be flush mouhted as shown on contract drawings or shall be integrally mounted on staff/duty stations where indicated. 2. Patient and staff emergency buttons shall have a locking pushbutton actuated call switch. 3. Patient and staff emergency buttons shall have heavily gold-plated contacts on call switch. 4. Patient and staff emergency buttons shall be reset only at station originating call. 5. Patient and staff emergency buttons shall be provided with a red light to indicate call switch activation. 6. Patient and staff emergency buttons shall be EKTACOM HTS-101D Series emergency station. E. Corridor Dome Lamps: 1. Corridor dome lamps shall- be located as shown on contract drawings. . Contra Costa.County �• - I.,betention Facility a x INTERCOMMUNICATIONS SYSTEMS Section 16800--Page 7 and Nurse's Station, and signalling and communication between Nurse's Station and designated exam rooms, consultation rooms, etc. In addition, Nurse Call System shall provide for voice communications with Intercommunications System as indicated on the Cross-Connect Chart. 8. Nurse's Master Stations 1. Nurse's master station shall be flush or desk mounted as indicatdd. 2. Nurse's master station shall have individual selector keys for each station to be called. 3. Nurse's master station shall have individual annunciator lamps for each calling station. 4. Nurse's master station shall have speaker- microphone with 4" minimum diameter. 5. Nurse's master station shall have a handset for confidential communication. 6. Nurse's master, station shall have cross-bar switches with solid-gold welded contacts with a minimum rating of 5,000,000 cycles. 7. Nurse's master station shall have an all-solid- state amplifier. B. Nurse's master station shall indicate incoming patient calls kX room, with lamp and chime signals that conte until cancelled at the point of origin. 9. Nurse's master station shall indicate incoming emergency calls bb room, with flashing lamp and rapidly ringing chime that •shall continue until cancelled at the point of origin. 10. Nurse's master station shall be EKTACOM HVA Series annunciator with G Series master. �n Contra Cos ta .County Detention Facility = t s~ J INTERCOMMUNICATIONS SYSTEMS Section 16800--Page 6 D. Ceiling Speakers: 1. Ceiling speakers shall be flush mounted in housing areas as indicated on contract drawings. 2. Ceiling speakers shall permit two-way voice communication with designated master station without need to operate controls or switches. 3. Ceiling speakers shall be J. W. Davis #8w8-45 with backbox, baffle and grille with tamperproof hard- ware, as detailed on drawings. E. Power Supplies: 1. Power supplies shall be Class II, 24 Volt DC. 2. Power supplies shall be Underwriters Laboratories, Inc. (UL) listed. 3. Power supplies shall be located as shown on contract drawings. 4. Power supplies shall be EKTACOM GQ-6. F. Terminal Cabinets; 1. Terminal cabinets shall be flush mounted where indicated on contract drawings. 2. Terminal cabinets shall be lockable. 3. Terminal cabinets shall be UL listed, NEMA Type I. 4. Terminal cabinets shall be EKTACOM HTC Series with -LK (lock) . 2.2 NURSE CALL SYSTEM A. General; Nurse Call System shall be installed as shown on contract drawings. System shall provide light and chime signalling between patient rooms F Contra Costa County Detention Facility i Z'M''I _.10+54'Zt"ki y*}.' INTERCOMMUNICATIONS SYSTEMS Section 16800--Page 5 C. Remote Stations: 1. Remote stations shall be flush or deck mounted as shown on contract drawings. 2. Remote stations shall be provided with individual selector switches or pushbuttons for each station called. 3. Remote stations shall be provided with a visual indication of incoming calls (privacy) where indicated. 4. Remote stations shall be provided with a speaker- microphone for hands-free communications. Speaker-microphone shall be a minimum of four (4) inches in diameter, with a minimum of one (1) ounce ALNICO V magnet. 5. Remote stations shall have a key-switch for call circuit activation in areas indicated on contract drawings. 6. Remote. stations shall be EKTACOM RD/RS Series with tamperproof hardware and key-switch as required. t Contra Costa~County �# Detention Facility t INTERCOMMUNICATIONS SYSTEMS Section 16800--Page 4 PART 2 - SYSTEM DESCRIPTION 2.1 INTERCOMMUNICATIONS SYSTEM A. General: Intercommunications System shall be installed as specified and as shown on contract drawings and shall permit two-way voice communication between the areas shown on Cross-Connect Charts. Equipment used shall be direct-select type and shall permit instant voice communications between the areas indicated. System shall permit multiple communication links to be established simultaneously, with number of links equal to number of master stations in system. B. Master Stations: 1. Master stations shall be flush or deck mounted as indicated on contract drawings. 2. Master stations shall have individual selector switches for each station to be called and shall be provided with 10% spare keys. 3. Master stations shall have individual annunciator lamps to indicate origin of incoming calls. 4. Master stations shall have a speaker-microphone for hands-free communication with incoming master calls. S. Master stations shall have a telephone-type handset for confidential conversations when desired. 6. Master stations shall have heavy-duty, cross-bar switches with solid-gold welded contacts with a minimum rating of 5,000,000 cycles. 7. Master stations shall have a solid-state amplifier. 8. Master stations shall have chime and light annunciation of incoming calls. 9. Master stations shall have EKTACOM G Series masters with annunciators and handset. Contra Costa County ' -. Detention Facility "' � f �' INTERCOMMUNICATIONS SYSTEMS Section 16800--Page 3 1.6 ACCEPTANCE A. Acceptance will be after field tests. B. Acceptance will be by architect. 1.7 PRODUCTS, GENERAL A. Equipment supplied under this contract shall be new and unused and shall be manufactured by one manufacturer to nearest extent possible. B. Components shall not be experimental or "first-time" used. C. Model numbers given are those of EKTACOM products as manufactured by Fisher Berkeley Corporation, Emeryville, California, and J. W. Davis and Company, Houston, Texas. D. Model numbers given are supplied to indicate the exact operating features and quality and are not intended to limit equipment to manufacturers listed above. 1.8 PRODUCTS, SUBSTITUTIONS Requests for substitutions shall be considered by architect if the request for acceptance is received at least ten (10) working days prior to bid opening. The request must includes A. Two (2) copies of manufacturer's cut-sheets far the proposed equipment. B. A detailed description of -where the proposed equipment deviates from specifications. C. A list of three (3) other facilities similar to that specified where equipment similar to the proposed equipment is in operation. Contra Costa County `' •'Detention Facility T ... - +• .aL,_..�.; s.,.-. .. ..:_.. : -. .r.. .{+•?-.1....m -..+, .: INTERCOMMUNICATIONS SYSTEMS Section 16800--Page 2 1.3 SUBMITTALS A. Refer to Electrical Sections. B. Submit five (5) copies of manufacturer's cut-sheets and published specifications for each piece of equipment to be provided. C. Submit five (5) copies of manufacturer's shop drawings as applicable. D. After completion of this project, submit five (5) sets of catalog sheets, operating and instruction manuals, as-built drawings and interconnection wiring diagrams to architect for turnover to Owner. 1.4 STANDARDS A. All Equipment: Steel housings. B. Circuitry: Solid-state, latest state-of-the-art. C. Switches: Long-life type, precious metal contacts. D. Hardware: Tamperproof for all items in areas accessible to inmates. E. Wiring: All low-voltage, Class II, in accordance with manufacturer's instructions. 1.5 FIELD TESTING A. Field testing shall be accomplished by installing contractor in presence of architect or his representative. B. Testing shall include operation of all functions, controls and switches on each item required by specifications. C. A written report, signed by contractor and architect (or his representative) shall be provided to Owner at completion of testing. Contra Costa County . 'Detention Facility SAe .'s..•�_ .1:. - • ,.af4:k,RR'k,r:. ""<Yi. i+.. Ss, *Q "_',.'r:-{-. INTERCOMMUNICATIONS SYStEMS Section 16800--Page 1 t PART 1 - GENERAL 1.1 SCOPE A. Work under this section shall include all equipment, labor and materials required to install and make operational a complete INTERCOMMUNICATIONS SYSTEM as i described herein and as shown on the contract drawings. B. Applicable portions of the Electrical Specifications apply to this portion of the specifications. 1.2 DESCRIPTION OF INTERCOMMUNICATION SYSTEM A. Intercommunication System shall consist of following sub-systems: 1. Central Control Intercom System 2. Court Intercom System 3. Administrative Intercom System 4. Intercom/CCTV Interface 5. Intercom/Computer Interface 6. Housing Intercom Systems 7. Sally Port Intercom Systems B. Medical Housing Intercom System shall function as a Nurse Call System and separate' Intercommunication System. C. Communication links shall be provided between sub- systems and Medical Housing System as shown on the Intercommunication System Cross-Connect Charts. D. Intercommunication Systems shall interface with paging systems as indicated on Cross-Connect Charts. Contra•Costa County 'Detention Facility Y � f L''-_�` tT,� 3^_ "-s.��-i UNDERGROUND CONDUIT WORK PHASE I Section 16700--Page 5 PART 7 - EXECUTION 7.01 GENERAL PIPING INSTALLATION A. Rough-In Works Proceed as rapidly as the building , construction will permit, completed, tested and approved before being covered. B. Thoroughly clean conduit before installation. Cap all pipe openings to exclude dirt. C. Provide clamps and/or concrete thrust blocks on. all dead ends, angles or at other points where separation may occur. D. Verify accuracy of work shown on drawings before starting work Contractor s ashall be responsible for providing p QPe PART 8 - TESTING AND ADJUSTING A. Complete conduit system to be tested and shall be provided by the Contractor. B. After the inspection has been approved of portions thereof, the Contractor shall cerify in writing theeStime, date, name and title of the person app_ oving This shall also include the description and hakingrtion of the system has been approved. The inspection shall sign the certification. ll be maintained ofC. Complete record sh roved, and shall be lmade avail ble attesting . -that has been app the job site to all authorities concerned.' D. Upon completion of the work, all records and certification approving testing requirements shall be submitted to the Architect before final-payment is made. E. Defective work or material shall be replaced or repaired, as necessary, and•the inspection and test repeated. Repairs shall be made with new materials. F. No part of any work shall be covered until after it is inspection, tested and, approved. -- i.Contra Costa County• Detention Facility J c t 4 +s•» < l> �' x.x�"' i ��' Yt t r fx�~ue� d a l�.�ax ;; �`s,+1i�..YC $ p,��.,,, -. ne�?t UNDERGROUND CONDUIT WORK PHASE I Section 16700--Page 4 C. Backfilling: Prior to backfilling, clear trenches of trash and debris. Compact backfill to original density or to same density as adjacent compact fill as applicable. Backfill to an elevation of 1' above pipe with approved materials. Refer to backfill required for grade beams. Cover no work until installation has been approved by the Architect. Provide 36" min. cover for any conduits extending beyond outside builtling. Remove surplus materials as directed. ' PART 4 - INSTALLATION OF SLEEVES 4.1 Cut pipe accurately to measurements established at the building; work into place without springing or forcing. 4.2 . Cap all sleeve openings to keep free of soil-rock/sand. PART 5 - DESCRIPTION OF WORK 5.1 Provide and install conduit sleeve system as indicated on drawings as being through grade beams. 5.2 All sleeves passing through grade beams must provide straight rigid support for conduit sleeves from reinforcing steel. FART' 6 - MATERIAL 6.1 All sleeves must be perfectly straight type, galvanized sheet metal with rigid steel outer joints for stiffening couplings and belled terminations both ends. Bell sleeves after their cut. Cut all ends square and butt solidly into'eouplingh. 6..2 Manhole to be installed in the manner as shown^ on drawings. Manhole to be precast with .all necessary cable pulling -_ eyes, cable support racks and cover. Complete assembly , must be compatible with PG&E regulations for precast. manholes. See drawing. Window knock-outs to be field coordinated to determine exact 'locations. Manhole to be fabricated by Forni-Concrete Works, Christi-Concrete Products, or ,8ropks-Concrete Co.' }+ ` ,.,.:,Con Costa County 'Detention Facility r+, t ' a1U 'f< i"lp ? Vk','X a„e1n.'„', M �, ,[PE C k a F' z r "vf .,x � r `. -v"��.,r,� "•'ei� "i ,` w. .3+a.: �" "'xY..• ri�a� a: x ti+ � e^ . t" ;Zii .?tx�¢ T:Y`' s:. 'k - TMX,— r _ '� a •k�?s: A,.ate ,. UNDERGROUND CONDUIT WORK PHASE I Section 16700--Page 3 1.5 GUARANTEE A. Generals Guarantee all materials and labor required under this specification for a period of one year from date of acceptance against defective workmanship and material, and improper installation. upon notification of failure, correct complaint without cost to the Owner. 1.6 SRIEP PORK OF SPECIFICATIONS A. Specifications are written in an abbreviated or streamlined form and includes descriptive phrases and incomplete sentences. B. Omissions of words or phrases such as "The Contractor shall", "in conformity therewith*, "shall be*, "As noted on the drawings", "according to the drawings", *in accordance with the specifications", "an", "the", , and "all", etc., have been done intentionally. C. This method has been employed for the purpose of clarity, and it is hereby declared that all implied words and phrases which would- be necessary' to make the language grammatically complete are included herein by intent with the same force as though written in each sentence. PART 2 - PRODUCTS Conform to type and quality of equipment and materials as described in this part of specifications where applicable. PART 3 - EXCAVATION AND BACKFILLING A. Safety Requirements: Do all shoring and pumping necessary to protect excavation and safety of workmen; Comply with all safety requirements of all applicable authorities. Protect excavations with barricades as required by_applicable_ safety,requlations. _-- _ B. Excavation: Perform :trenching, shoring, and backfilling as required for proper placing of required,.sleeves. Cut . bottom of trenches to grade ,of ,conduit..; i Arrange sleeves to allow conduits to pitch toward* manhole for drainage. Excavate rock to 1' below bott(m of ,cgnduit.,path'_and backfill with sand and�peq gravel, well tamped. Trenches at least 12" wider than,great,est:, diameter.-o£;conduit bank. . 7 .,Contra`Costa County : a Detebtion.'Facility 1 m .aLY. i'iaY.e�5' �,� ���.'S�zs�'�?��.$n„�,�sx:�r",c u�.�:. �' _ i»�';�" ".F'~'' �`c*e:��• -z•t�w,3y�3c �i�'„."-�+. �a4 ,�,.qi: t,^ r��'ti,••3�.�'yr.�,�xi�,w ew��-'�,a tp. UINDERGROUND CONDUIT WORK PHASE I Section 16700--Page 2 2. One or' more other manufacturer's names listed in these specifications and following the words "or equal by" acceptable for quality only and may be selected at Contractor's option and responsibility. The phrase "or equal by" followdd by manufacturer's name means this manufacturer's product must match those selected for design, and implies that his standard catalogued product could require certain modifications to meetspecified requirements in order that it will be acceptable, the responsiblity for proving that specified requirements have been met remain with the manufacturer and Contractor. C. Substitutions% For substitution of manufacturer's names not listed in these specifications, refer to applicable section in Special Conditions. D. Liability of Substitutions: Performance of substitutions must be equal or superior to the item used. for basis for design, and must meet all requirements. of above "or equal by" clause. Should the substituted item fail to perform in accordance with specifications, replace same with originally specified item without extra compensation. 1.4 RECORD DRAWINGS A. Record of Job Progress: Keep an accurate dimensional record of the as-built locations and of all work. Keep record up-to=date on blueline prints as the job progresses and available for inspection at all times. B. As-Built Drawings: Refer to Special Conditions. C. Include on As-Built Drawings the following: 1. Position of all buried or concealed sleeves for conduits accurately dimensioned and sized for future conduits. 2. Changes in location of sleeves. 3. Exact centerline elevations of allcondui.t sleeves. Contra Costa County Detention-Facility � k .-.. ,,,' t UNDERGROUND CONDUIT WORK PHASE I PART 1 - GENERAL Section 16700 --Page 1 1.1 RELATED DOCUMENTS The general provisions of the Contract, including General and Supplementary Conditions, Division 1, General Requirements and apply to the work specified in this Section. 1.2 LEGAL REQUIREMENTS AND STANDARDS A. Generals Comply with applicable sections of state and local codes, laws, ordinances, rules and regulations of authorities having jurisdiction. B. Codes and Standards: Conform to applicable sections of codes arid ,standards, including: 1. Underwriters' Laboratories, Inc. (UL) 2. Occupational Safety and Health, Administration (OSHA) 3. State and local fire marshal requirements. 4. National Electric Code (NEC)' C. Minimum Requirements; 1. Comply with requirements of authorities as minimum acceptable work. 2. The drawings and specifications take precedence . when they call for materials or construction of better quality or larger size than required_ by codes, laws, rules and regulations. D. Permits: Obtained and paid ,for by Owner. 1.3 SUBSTITUTION OF MATERIALS A. Equals: See Special Conditions for definition. B. Basis for Design: 1. The manufacturer's name and product listed on the drawings or listed first in these specifications used as a basis .for deoign to establish space requirements, a standard of quality and performance. } Contra Costa County . � Detention Facility { 'kt s�z h CLOSED CIRCUIT TELEVISION SURVEILLANCE SYSTEM Section 16610--Page 19 Schedule "A" (Continued) CAMERA LOCATION ROOM CAMERA LENS TYPE TYPE TYPE GROUP NO. TYPE FOCALENGTH HSG- MOUNTING SWITCHER 6 Visitors' 2P25 1 8.0 mm 1 Wall 1 Closet 6 x IN Lobby rs' 2P23 1 6.5 mm 1 Wall 1 CLOSET 6 Elevator 1 12.5 mml 1 Wall 1 Lobb 7 Inmate 2P12 1 12.5 mm 1 Wall 1 s Worker West 7 Visitor 2P10 1 8.0 mm 1 Wall 1 Corridor East X IN Visitor JANITORS 7 Corridor 2P10 1 6.5 nun 1 Wall 1 CLOSET Elevator 2P12 7 Visitor 2P09 1 6.5 mm 1 Wall 1 Corridor 8 Cluster A 3A32 1 8.0 mm 1 Wall 1 Stair 8 Cluster 8 3831 . 1 8.0 mm 1 Wall 1 X IN Stair CLOSET 8 Cluster C Stair n►3C32 1 8.0 ml Wet11`l 9 Cluster D Stair 3034 1 8.0 mm 1' Wall,1 Cluster E �X IN 9 Stair 3E31 1 8.0 mm 1 . Wall 1 CLOSET 9 Cluster F Stair 3P37 1 6.5 mm 1 Wall l _ Contra'Costa County Detention Facility grs"A:se8 .3vi?``+�a xs,xS,:y .€'k, xyYk't's,+ti,,4, `�ffi ky ,rq.;a„'-3 CLOSED CIRCUIT TELEVISION SURVEILLANCE SYSTEM Section 16610--Page 18 Schedule "A" SUMMARY OF TELEVISION EQUIPMENT REQUIRED CAMERA ROOM CAMERA FOCAL TYPE TYPE TYPE GROUP LOCATION NO. TYPE HSG. MOUNTING SWITCHER LENGTH Entrance 1 Vehicle 2 12.5 mm 2 Wall 1 X IN Sally Port ELECT. CLOSET Vehicle 1142 1 12.5 mm 1 Wall 1 1L15 l Sally Port 2 Reception 1 8.0 mm 1 Wall 1 Vestibule S.P. 1P03 NONE Reception 1106 1 12.5 mm 1 Mg. 1 3 Corridor S.P. 4 Entrance 2 12.5 mm 2 Wall 2 Loading Dock 4 Loading Dock 1S03 1 12.5 mm 1 Wall 1 Y IN 4 Corridor 1S25 1 12.5 mm 1 Clg. 1 ELECT. Loading Dock CLOSET 1P01A 4 Service 1519 1 12.5 mm 1 Wall 1 Corridor 4 Service 1S21 1 12.5 mm 1 Cl .g1 Corridor 5 Corridor' 1109 1 12.5 mm 1 , hall l 5 Vehicle 1142 1 12.5 mm 1 Wall 1 X IN Sally Port CLOSET 5 Exit Vehicle 2 12.5 mm 2 Wall 2 Sally Port I .TT. I ;Y =. Cdntra Costa County, '- ,Detentcn t Facility_ 1y �� 4try' 4`�'� CLOSED CIRCUIT TELEVISION SURVEILLANCE SYSTEM Section 16610--Page 17 PART 7 - SCHEDULE "A" 7.1 SWITCHER DESIGNATION "X" One (1) Vicon 154LSR-D video switcher and one (1) Vicon 154LSSR-D remote digital seguential switcher. 7.2 SWITCHER DESIGNATION "Y" One (1) Vicon 156LSSR-D video switcher and one (1) Vicon 156LSSR-D remote digital seguential switcher. 7.3 DESIGNATIONS "1" AND 1#2" Por camera, housing, mounting — types have been previously defined within PART 2 of specifications. yc. .'� � Contra .Costas County i' �>Y Deten*ion Facility a{ JN C 'r -•"+; Ys s � .t`�^.y sr ��' ,�.c-��.iss..�mF•. CLOSED CIRCUIT TELEVISION SURVEILLANCE SYSTEM Section 16610--Page 16 4.2 SERVICE A. Installing contractor shall provide 24-hour, 7-days-a-week service as required by Owner. B. Installing contractor shall provide service within four hours of receipt of request for service. PART 5 - SYSTEM TEST Provide complete system test under supervision of factory-trained field engineer. Submit written test report to Architect upon completion of field test. PART 6 - SEISMIC CONSIDERATIONS 6.1 EQUIPMENT All equipment and items shall be installed in a manner to withstand 0.5 "g" in any direction without damage to equipment or item. 6.2 CALCULATIONS A. Submit calculations on typical camera mounting. B. Submit calculations on typical video switcher and camera power supply equipment cabinet. =* r Contra-Costa County, ' W . Detention Facility t k t _e...i:t.lto✓, t %t_k-._a],.. -t #. frAs "a '.2bi ,�} - l:5�;a_u,., CLOSED CIRCUIT TELEVISION SURVEILLANCE SYSTEM Section 16610--Page 15 PART 3 - EMPTY CONDUIT & JUNCTION BOXES FOR FUTURE CCTV ADDITIONS Furnish and install complete empty conduit and junction box system for future CCTV additions as shown on electrical drawings. All empty conduits require C . PART boxes covered. Provide label "Future PART 4 - WARRANTY AND SERVICE 4.1 WARRANTY A. Equipment and installation shall be guaranteed by installing contractor. Equipment and installation to be free of defects in materials and workmanship for a period of one year after acceptance by Architect. B. All costs to repair or replace defective components or to correct defective workmanship shall be borne by installing contractor provided that: 1. Repairs can be made between 7:00 A.M. and 5:00 P.M. 2. Damage has not been the result of misuse or abuse. C. Repairs made during hours other than those indicated shall be billed on a labor-only basis at rates in effect at that time. D. Repairs for damages caused by misuse or abuse shall be billed for actual material costs plus applicable labor required. E. Labor and material required after the initial one-year warranty shall be billed at current rates. Contra.-Costa County Detenti6n ,Facility " . t\ P � l,V.re,S. �. X11.1.{.. f_k�Y ? 4 S,�A-+ t't` b'-�,R[Yt:y. ;L •tai...v, -]'. .G .� � ") :�$L�� lsy._...la Z1 ...L C+ .�_.?kSRm .'f.X'•'e.^'�5.�i:��'`�+f..iz33 :Y,T#1:: Y;� � ��'�a:..ri'.'2v�iR , 'TPS ��4 y:.: y ��s�-1•ir�S} u.�.Ci'4'1".`Trt.�' CLOSED CIRCUIT TELEVISION SURVEILLANCE SYSTEM Section 16610--Page 14 2.14 MOUNTING HARDWARE FOR OUTDOOR CAMERA HOUSINGS Motorola Type SDN6180A, or approved equal, wall mounts including pan and tilt heads shall be furnished and installed by Contractor as indicated on Schedule "A". 2.15 VIDEO CABLE Triaxial video cable shall be Belden 9232, or approved equal,. 75 ohm impedance cable having two bare copper braided shields which are insulated from each other. Cable shall be 100% factory sweep tested to verify that impedance is uniform over 0-10 mHW. range. Outside diameter shall be .52" nominal, nominal capacitance 17.3 pf per' foot and attenuation less than .5 dB per 100' at 10 mHZ. 2.16 CONTROL CABLES Control cables for video switchers for camera groups 1 and 5 in electrical closet IL15 shall be Belden 8757, or approved equal. Cables shall include four twisted pairs of 122 gauge solid copper wire covered by an overall vinyl sheath, which is .255" (nominal) diameter. Control cables for all other switchers shall be Belden 8741, or approved equal, consisting of two twisted pairs 122 solid copper wire covered by a vinyl sheath which is .205" (nominal) diameter. 2.17 POWER CABLE Power cable for cameras shall be Belden 8471, or ; approved equal, one twisted pair 116 stranded copper wire coveredbyvinyl sheath 0.256" nominal outside diameter. , :Contrn. Coata County ,;:Detention-facility CLOSED CIRCUIT TELEVISION SURVEILLANCE SYSTEM Section 16610--Page 13 10. Power Inputs 24 VAC, 60 HZ, 17 Watts. 11. Operating Temperature Ranges 04°F to 122°F (-10°C to +500C) ; requires no external adjustment specified operation. 12. Horizontal Scanning Frequency: 15,750 HZ; +10 HZ; crystal controlled at 25°C. 13. Vertical Scanning Frequency: 60 HZ; interlaced 2:1, locked to horizontal scanning frequency. 14. Composite Video Outputs 1.4V peak-to-peak, black negative polarity; terminated in 75 ohms. 15. Load Impedances 75 ohms. 16. External Operating Controls: "On/Off". 17. Internal Adjustments: Vertical centering width, height, video gain, set-up, beam, elec. focus, mach. focus, and high peaking. 18. Connectors: UHF. 19. Auxiliary Power Outputs +12 VDC at 100 mA; for servo-controlled neutral density filter lenses; intermittent duty. 2.12 LENSES FOR TYPE 2 OUTDOOR CAMERAS Lenses for type 2 cameras using hetero-junction Vidicon tube shall be. Motorola.SDN6351A, 12.5 mm focal length, f/1.4 lenses,, or approved.equal. Lenses, shall include a servo-controlled neutral density filter for automatically adjusting the light level at the face-- plate of the Vidicon tube from daytime illumination by the sun to night-time artificial lighting levels.;, 2.13 ENCLOSURES FOR TYPE 2 OUTDOOR CAMERAS,; Motorola Type SHN6112A, all-weather. environmental'_housings shall be furnished and installed by contractor ;.:at-.three. locations which are listed on"Schedule Co4tra.Costa. County Detention Facility ^Y. f.. 3 L- .kR � 44 Sy�"�.=A E' i�. `X' CLOSED CIRCUIT TELEVISION SURVEILLANCE SYSTEM Section 16610--Page 12 1 2.11 TELEVISION CAMERAS (TYPE 2) e 2 A. television cameras uiniexterior sh and nlocations stall eastIfisted on Schedule "A". Cameras shall be Motorola 81163A-SPO1, or approved equal. B. Cameras shall be equipped for operation on 24 VAC paver and use 1" crystalucontrolled nction iwith con tlooked Scanning shall be cry interlace in accordance with EIA Standard RS-330. C. Electrical Specifications: 1. Automatic Light Compensations 40000/11 for less than 50% decrease in video output with servo- controlled lens. 2, Sensitivity: .02 footcandles (.2 lux) faceplate illuminations pro---v3- ti u ale picture with a video noise and greater withinal orated greaterthan 25% ofnormalignal video 0 amplitude. 3, Sensitivity: 05 footcandles (•5 lux) faceplate illuminationt or u�I'signal. 4. Horizontal Resolutions 700 lineal at picture center measured on standard RPTMA resolution chart. 5. Vertical Resolutions 350 lines. 6, Signal-to-Noise Ratios 52 dB weighted; 40 dB unweighted peak video to RMS. noise. 7. Peak White Clippings Limits video output to 1.2V above blanking. g, Dynamic Ranges 10 shades, Qf gray' measured on gray scales for standard.RETMA resolution chart. ' o 9. Geometric Distrtiearit Less 'than 3tion j, moasured standard RETINA lin Y Contra.Caata CoPntY. Detention Facility ar* CLOSED CIRCUIT TELEVISION SURVEILLANCE SYSTEM Section 16610--Page 11 16. Vidicon: 7735A; 1" (25 mm) integral mesh Vidicon essentially free from blemishes, lines, streaks, and other uneven target surfaces. 17. Load Impedance: 75 ohms. 18. External Operating Controls: "On/Off". 19. Internal Adjustments: Vertical centering, width, height, video gain, set-up, beam, elec. focus, mech. focus, and high peaking. 20. Connectors; UHF; video output. 2.8 LENSES FOR TYPE 1 INTERIOR CAMERAS Lenses for the type l cameras which are installed inside building shall be C-Mount lenses for CCTV cameras. Lens focal lengths for various locations are tabulated on Schedule "A". Following is a table listing. *lenses required: SUPPLIER (OR QTY. APPROVED EQUAL MODEL FOCAL LENGTH APERTURE 9 Motorola SLN6503A 12.5 mm f/1:4-f/16 9 " SDN6329A 8.0 mm f/1.8-f/22 3 " SDN6273B 6.5 mm f/1.8-f/22 2.9 HOUSING FOR TYPE 1 INTERIOR CAMERAS, Twenty-one Motorola Type SDN6296A, or approved equal, tamper-resistant-housings shall be furnished and installed by contractor for type l indoor cameras as listed on Schedule 2.10 MOUNTINGS HARDWARE FOR INDOOR CAMERA HOUSINGS Schedule "A" lists locations where wall and ceiling mounting hardware is -to be furnished.and installed by Contractor. Motorola Type SDN6178A,wall' and ceiling brackets and Motorola- Type SLN6175A adjustable camera mounts, or approved equals,. shall be used, a' Contra Costa County M Deta �ion Facility; 3�s a"s'a. .k:i,ti..a. t._ ,S di.zs" .'.#.at '`.c#'•ir� '+ki t at r-mak-'.?'�`,a'ya'k;, - .t' �_ru- 3. d ""." 1#a5 ',iuq*+,i� ,j CLOSED CIRCUIT TELEVISION SURVEILLANCE SYSTEM Section 16610--Page 10 2. Sensitivity: 0.1 footcandle (1 lux) Vidicon face- plate illuminations provides a usable picture with a video signal within 12 dB of rated signal to noise and greater than 25% of normal video amplitude. ic 3. completemtonwithin 3sation pdB, 1 secondnafterron Light light change. t icture 4. Horizocenterntameasured tonnstandardiREBTM: 700 lnel aAresolution chart. 5. Vertical Resolution: 350 lines. 6. Contrast level; atR400 televisioesponse: At n 0 lines at picture centeast 30% of nominal r. 7. unweighted.oiPeak se avideo to RMS tios 52 dB wnoi40 dB se, 8. Peak White Clippings Limits video output to 1.2V above blanking: of ayl 9. Dynagraymic scalesgfor standardsRETMArresmeasured olutionchart. 10. on standardDistortion: measured linearity chart. 11. Power Inputs . 24V, 100 HZ, .7 Amp. 12. Operating Temperature Range: -4°F to 122°F (-20°C to,+50• t' requires no external °adjustment C) for specified operation. 13. Horizontal Scanning Frequency: ' 14,750 HZi ±10 HZI crystal controlled at.+25°C. 14. Vertical Scanning Frequency: 160 HZi interlaced . 2:1, locked to horizontal scanning frequency. 15. Composite Video-Output; I,4V peak-to-peak, black negative polarity] t@rsninated in 75 ohms. _ "t CQtitra Costa .County DetentionFacility �� is !��r `',� j, `h" ci"3 {`Y\tr CLOSED CIRCUIT TELEVISION SURVEILLANCE SYSTEM Section 16610--Page 9 indicators and twelve terminal barrier strip for terminating power cables for cameras. Front of the panel shall be appropriately engraved with fuse rating and location of camera. Panel finish should harmonize with adjacent equipment. D. Primary of transformer shall be connected to an appropriate power cable and plug to connect with outlets in equipment rack. E. Two sets of fuses shall be furnished and they shall be rated at one-ampere slow-blow. 2.6 CABINET FOR SWITCHERS AND POWER SUPPLY Contractor shall furnish and install six metal equipment cabinets which shall be mounted on walis.of wire closets. Cabinets shall accommodate video switchers. and camera power supply that is described in 2.5 CAMERA. POWER -SUPPLIES, above. 2.7 TELEVISION CAMERAS (TYPE 1) A. Contractor shall furnish and install twenty-one type 1 television cameras at indoor locations as listed on Schedule "A". Cameras shall be Motorola 51161A, general-purpose cameras, or approved equal. B. Cameras shall be equipped for operation on 24'VAC powerand shall have type _7735A.Vidicons, or approved equal. Scanni.nq shall be crystal controlled with`:locked interface in accordance.: , with EIA Standard RS-330. C. Electrical Specifications: 1. -Automatic Light.Compensation: . 10000/11 for less than 508 decrease im.video output .(2000 f:.c. -to .2 ,f.c'.) r r il,Costa;County . AI IV CLOSED CIRCUIT TELEVISION SURVEILLANCE SYSTEM Section 16610--Page 8 B. Maximum Tilt: 1 percent. 9. Cross-Talk Between Channels: 40 dB down at 10 MHZ= 50 dB down at 1 MHZ. 10. Switching Times Less than 1 microsecond (switching occurs during vertical interval) . 11. Video Gains Unity. 12. Control Signal Protections 150V transient break- over to ground (surges or lightning) . 13. Control Signal Characteristics: 2330 HZ + 21 spacel 1997 HZ + 24 markt Bine wave, 1.0V-p-p (0.7 VRMS) int6`600 ohm balanced line, third harmonic greater than 40 dB down= Data rate, 470 baud. 14. Control Signal Compatibilitys Bell '3002 type voice-grade unconditioned half duplex: 15. Connectors Video, BNC type. 16. Control Pairs Five-way binding posts. 17. Ambient Operating Temperatures 0°F to 140°F. 2.5 CAMERA POWER SUPPLIES , ` A. All TV cameras shall be powered by 24VAC from a step- down transformer.to.be furnished and installed by contractor- in in the x wire,closets.as .shown:on' drawings. . B. Six step-down power transformers having 115V primaries -and 24V ten-ampere secondaries, shall`be furnished and installed in equipment. cabinets in wire closets. C. Transformer shall be mounted behind an EIA 7" x ,19" rack panel 24V transformer output shall be. connected to. eight panel-mounted fuse holders (for ' . type 3AG 1-ampere fuses) with visual, "blown fuse",, Y4 i4- 6' x �� � wContrCostaCounty II ility { .`"t-.�5��s'e y}�•,i '+�w-*a J `i-`• e°17 t}� ykf CLOSED CIRCUIT TELEVISION SURVEILLANCE SYSTEM Section 16610--Page 7 11. Service Adjustments Focus, vertical size, vertical linearity, video bias, horizontal size, low-voltage regulator, raster centering, high- voltage adjustment, high-voltage tracking. 2.4 VIDEO SWITCHERS A. Video switchers for cameras shall. be Vicon Series 150-LSSR-D and Vicon Series 150-SSR-D remote digital sequential switchers. Types and locations of switchers required are listed in Schedule "A". B. Remote units (19" wide x 1-3/4" high x 10-3/4" deep) shall be mounted in equipment cabinets in wire closets as shown on electrical drawings. They shall be controlled by digital FSK signals over twisted telephone type cable pairs. C. Control units for remote switchers shali' be dual units mounted on 19" x 1-3j4" EIA panels which shall be located beneath dual 9"monitors which they control. D. A similar pair of switchers and control units for selecting the inputs to the 14" monitors shall be mounted in equipment rack in central control room. s: E. Electrical Specifications for Switchers: 1. Input Voltage: 115V, 50-60 HZ. 2. Power Consumption: Control Unit, ;VA;"" Remote Unit, 10VA. 3. Power Cord: Standard:three-conductor SV #18 AWG cable with grounding plug. 4. Protection: ACG 1/,4 ampere fuse. 5. Position Lamps: Solid state (light-emitting diode) 6. Video Output Level (Max.) : 2V p-p." 7. Video Frequency ResVonsec 2 HZ-l0 ,MHZ +0.5 dB. a , ti.•s M•'�t`A�'r.'tt{�z3� .y9.�i�'j f e'K 4 �� ,f :r ^� f#k '�i'`7, }u'f^�iti"'�'`:4•�irtt *:'i"` ,,Y i.�r+.l ._-. = . +.. , Contra Costa County Mme` t D°' ,nt on Facility �g�,�'"��'���Y�,^�'�,.. � �:ice'' • CLOSED CIRCUIT TELEVISION SURVEILLANCE SYSTEM Section 16610--Page 6 2.3 TELEVISION MONITORS—MOTOROLA MODEL S1254A (OR APPROVED EQUAL) A. Five dual 9" (diagonal measurement) television monitors shall be rack mounted above windows in front of central control console. B. Monitors shall be used for viewing "sequential" outputs from cameras. C. Monitors, shall have solid-state circuitry using silicon semi-conductors. Differential input amplifiers shall be incorporated and the power supply voltages shall be regulated. D. Performance Specifications: 1. Tube Size: 9" (229 mm) measured diagonally; 42 square inches (272 sq. cm) . 2. Resolutions 800 lines minimum at center screen; 600 lines at corners of screen. 3. Input Impedance: Switchable, 75 ohms or high impedance, UHF connectors. 4. Video Input: 0.5 to 2.5 volts composite (sync negative) . 5. Linearity: Within 21 as measured with the Standard EIA ball chart and dot pattern generator. 6. AC Input: 105-135V, 50-60-HZ, 50.watts (nominal) . 7. Low Voltage Power Supply: Electronically regulated over AC inputs from 105-135V. 8. Operating Temperature +32°F to 113°F (0°C to 450C) . 9. Front Panel Controls: Brightness, contrast, vertical hold, horizontal, hold, "on-off" switch. 10. Rear Panel Controls; Termination 75 ohm/high, sync internal/external. Contra Costa County Detention Facility t •� a v CLOSED CIRCUIT TELEVISION SURVEILLANCE SYSTEM Section 16610--Page 5 voltages shall be regulated within ±28. A built-in line equalizer for equalizing high frequency loss in video cables shall be incorporated. C. Performance Specifications: 1. Video Input: (Black Negative Polarity) 0.4V (p-p) minimum, 2.5V (p-p) maximum. UHF connectors. 2. Impedance: High input impedance for bridging multiple monitors on a cable. Terminating switch provides 75 ohm termination. 3. Picture Tube: 14" diagonal, 100 sq. in. 1000 deflection. 4. Horizontal Resolution: 800 lines. 5. Geometric Distortion: Less than 2% (with EIA ball chart and dot pattern) . ; 6. Line Equalization: Unity gain through 10 MHZ when used with up to 8,000 feet of Motorola SDN6201 triaxial cable. 7. Differential Input: 60 dB rejection of extraneous 60 HZ interference. 8. Line Voltage: 105-135V AC, 50-60 HZ. 9. Power Consumption: 60 watts at 117 volts. 10. Operating Temperature Range: +32°F to +131°F ambient (o°C to +550C) 11. Primary Controls: (Behind Front Panel) Contrast, brightness, vertical hold, horizontal hold, "on-off" switch. 12. Chassis Controls: Video termination switch, external-internal sync switch, focus, vertical size, vertical linearity, horizontal size, raster•` centering,' video bias, low-voltage regulator. ' `Contra Costa County ., Detention,Facility f t y��•- CLOSED CIRCUIT TELEVISION SURVEILLANCE SYSTEM Section 16610--Page 4 PART 2 - CCTV SYSTEM DESCRIPTION 2.1 GENERAL A. Contractor shall furnish and install Closed Circuit Television system (CCTV) for surveillance of sally ports, corridors, and stairs in secured areas. Twenty-four television cameras are required as specified by Schedule "A". B. Seven groups of two to five television cameras will be connected to remotely-controlled video switchers which will feed sequentially-switched views to seven 9" television monitors and selected views of two 14" monitors on central control console. Two cameras will feed unswitched (continuous) views of the lobby sally port and entrance vestibule to two 9" monitors and one 9" monitor will be provided as a spare. C. Television monitors and central control console arrangement are shown on electrical drawing as well as a block diagram of television system. D. Video inputs to two 14" television monitors used for selected viewing will be switched either by manually- operated pushbutton switches used for answering intercom calls or by minicomputer through an inter- face unit. Computer will automatically maintain a queue of incoming intercom calls and will select and display incoming calls for console attendant. 2.2 TELEVISION MONITORS—MOTOROLA MODEL S1245A (OR APPROVED EQUAL) A. Two television monitors, having 14" (diagonal measurement) screens, shall be rack mounted in top section of console. Monitors will be used for viewing output from-."selected" TV cameras. B. Monitors shall have solid-state circuitry using silicon semi-conductors. Differential input amplifiers Shall be incorporated and power supply Contra Costa County WW aaRR77 Ms�p Detention Facility *� s.�rr�V OR,,y i }' °�t'i E.�''�`C�°-:'� W � � may_aye'�. �.-�s.�, ti 't• .;#- k Ss +Y CLOSED CIRCUIT TELEVISION SURVEILLANCE SYSTEM Section 16610--Page 3 B. Components shall not be experimental or "first-time" used. C. Model numbers are given in equipment schedules within these specifications. D. Model numbers given are supplied to indicate the exact operating features and quality and are not intended to limit equipment to manufacturers listed in equipment schedules. 1.7 PRODUCTS, SUBSTITUTIONS ' Requests for substitutions shall be considered by archi- tect if the request for acceptance is received at least ten (10) working days prior to bid opening. The request must include: A. Two (2) copies of manufacturer's out-sheets for the proposed equipment. B. A detailed description of where the proposed equip- ment deviates from specifications. C. A list of three (3) other facilities similar to that specified where equipment similar to the proposed equipment. is in operation. `Contra Costa County x Detention Facility -L,ti' 'Y- t CLOSED CIRCUIT TELEVISION SURVEILLANCE SYSTEM Section 16610--Page 2 1.3 SUBMITTALS A. Refer to Electrical Sections. B. Submit five (5) copies of manufacturer's cut-sheets and published specifications for each piece of equipment to be provided. C. Submit five (5) copies of manufacturer's shop draw- ings as applicable. D. After completion of this project, submit five (5) sets of catalog sheets, operating and instruction manuals, as-built drawings and interconnection wiring diagrams to architect for turnover to Owner. 1.4 FIELD TESTING A. Field testing shall be accomplished by installing contractor in presence of architect or his • representative. B. Testing shall include operation of all functions, controls and switches on each item required by specifications. C. A written report, signed by contractor and architect (or his representative) shall be provided to owner at completion of testing. 1.5 ACCEPTANCE A. Acceptance will be after field tests. B. Acceptance will be by architect. 1.6 PRODUCTS, GENERAL A. Equipment supplied under this contract shall be new and unused and shall. be manufactured by one manufacturer to nearest extent possible. a� C t ;, , yCOntra`'COsta'County r- ` ' ► • ' Deteiai n Facility CLOSED CIRCUIT TELEVISION SURVEILLANCE SYSTEM Section 16610--Page 1 PART 1 - GENERAL 1.1 SCOPE A. Work under this section shall include all equipment, labor and materials required to install and make operational a complete closed circuit television surveillance system as described herein and as shown on the contract drawings. B. Applicable portions of the Electrical Specifi- cations apply to this portion of the specificaitons. 1.2 DESCRIPTION OF CLOSED CIRCUIT TELEVISION SURVEILLANCE SYSTEMS Door control security surveillance functions• will be controlled by push button switches on master- console which also will have switches for unlocking and locking doors in secured areas. Incoming calls will be annun- ciated by lights 'inside push button switches. When a lighted switch is depressed hands free voice communica- tion between the calling station and the master console can ensue and a televised view of the area where the call originated will be seen on both television monitors if there is a camera at the particular location. A mini computer also will be provided as a console operator aid to retain in memory the queue sequence of calls received and to automatically select the next call that should be answered Consoleoperator, can select either manual orcomputercontrolled operation.. Console is designed so that- it may be operated by, either one or two"Persons using either voice actuated speaker microphones or operator headsets. Two television monitors will be provided on the console for viewing areas that are selected for voice communication. Ten television monitors (including one spare) will be located above the console for sequentially viewing scenes from twenty-four TV cameras in sally ports and corridors. i Contra Costa County Detention Facility .} {. Section 1Jb. ,uu—Page lu J�tN, wN �s ~ O N N N N N N O •C O 1 A h 1 1 /el A "ft w N n s N t�J w o le. e w >ratan'w o .. e n • � 7t7J A A 4 ti 771 o e w o f7tfq manw 1�r •td11n1 " g � � SAM o T♦OQt�� A O eO O Y �' • O A o N e w w e n tit •Alt7 IK n47a e n 0 o N w e 4 M TM O M O O N N e NULTO Tim WTM •itpl,p M 'Awn O ry N O e Y O N m •A777 %us= O N N O O of, O M y p UWAM rim •="V 4A 0 N 1�4: O ~ ^ 11 L atom rim 00 o 0 0 0 .ej � .ei No ;�{ tJ Y o Y O .OI. M O�• A .4 .KI N'lest l M - �t :aM M �'~ i . a N N � .S•Y Mj'.O a50 � w.,..e V �4« .k .► '. t1 S G A L 7n O A It Y D OW. O � 43i'�ja.-, •tom raa �-. t�� '•a'i`r 3' •ti.v. �S.h* 7x�,'�� 1',�5.�,kc. �,�:i a ��^,�3 c�,v„� �t S k'�iW7 a �.3 _:�5. ldr'a...x_r.,ak' ..�a.�.393�txf�. ,`4S } ..�_,d_ .. �`i" C Si� z '�� �3« �� i° �`t•�`j' � RF COMMUNICATION SYSTEM Section 16500--Page 9 D. Repairs for damages caused by misuse or abuse shall be billed for actual material costs plus applicable labor required. H. Labor and material required after the initial one- year warranty shall be billed at current rates. 4.2 SERVICE A. Installing contractor shall provide 24-hour, 7-days- a-week service as required by Owner. B. Installing contractor shall provide sersrice within four hours of receipt of request for service. PART 5 - SYSTEM TEST Provide complete system test under supervision of factory- trained field engineer. Submit written test report to Architect upon completion of field test. PART 6 - SEISMIC CONSIDERATIONS 6.1 EQUIPMENT All equipment and items shall be installed in a manner to withstand 0.5 "g" in any direction without damage to equipment or item. t�,tx Contra,Costa County t Detention Facility zo RF COMMUNICATION SYSTEM Section 16500--Page 8 2. Three(3) Microlab/FXR part No. D3-OTN having three outputs shall be installed, one each in branch 1, 3 and 5 as shown in drawing E-27. 3. Eight (6) Microlab/FXR part No.D2-OTN having two outputs shall be installed as shown on drawing E-27. 4. Sixteen (16) Microlab/FXR part No. TA-5MN, 2 watt, 50 ohm te=dmtidns shall beinstalled as shown in drawing E-27. PART 3 - ENTERTAINMENT TV ANTENNA OUTLET SYSTEM Entertainment TV antenna outlet system shall be installed by contractor as shown on electrical drawings. All out- lets, splitters, etc., and other hardware shall be as manufactured by Jerrod and are designated on electrical drawing E-29. PART 4 - WARRANTY AND SERVICE 4.1 WARRANTY A. Equipment and installation shall be guaranteed by installing contractor. Equipment and installation to be free of defects in materials and workmanship for a period of one year after acceptance by Architect. S. All costs to repair or replace defective components or to correct defective workmanship shall be borne by installing contractor prgvided that: - 1. Repairs can be made between 7:OO A.M. and 5:00 Poo. 2. Damage has not been the result of misuse or abuse. C. Repairs made during hours other than those indicated shall be billed on a labor-only basis at rates in effect at that time. ,contra Costa County Retention Facility _- RF COMMUNICATION SYSTEM' Section 16500--Page 7 B. Coaxial cable for main feed lines shall be Andrew LDF5-50, 7/8" diameter foam dielectric. C. Coaxial cables for jumper cables, etc. may be either LDF4-50 1/2" diameter foam dielectric or low loss RG-8/U. D. Connectors shall be type N with low loss Teflon insulation. E. Slotted coaxial cable for the distributed antenna system shall be Andrew Radiax RX5-1R, or approved equal; 7/8" diameter foam dielectric Heliax cable with Rulan flame retardant jacket. F. Slotted coaxial cable shall be installed as specified by Andrew Corporation's application and installation instructions. Cables attached to concrete walls or to metal surfaces shall be spaced from the surfaces by standoff hangers such as Andrew 36719 or '40785-2. Horizontal and vertical runs should be normally supported at five feet intervals except spacing be- tween supports should be reduced to three feet on top of metal members or on horizontal messenger cables. G. Two (2) supplementary antennae shall be furnished and installed, one above the automobile sally port entrance and the other above the intersection of three partitions and roof above ramp in central courtyard. Both antennae shall be Phelps Dodge catalog No. 114A, and shall be designed for minimum V.S.W.R. on 155 MHZ. Contractor shall furnish submittals for architect's approval showing how and where antennae will be mounted. H. Power dividers shall be reactive broad band and non dissipative units, as manufactured by Microlab/FXR, Following items are required: 1. One (1) Microlab/FXR part no. D5-OTN, having five outputs, shall be used to establish five branches of antenna system as shown on drawing E-27. Contra Costa County Detention Facility "y. jti"by711, a' '" ii 3 R; v RF COMMUNICATION SYSTEM' Section 16500--Page 6 F. Motorola C-149 metering panel shall be provided for measuring all essential circuits and for tuning. G. Control point intercom and Motorola TMN-6071 microphone shall be provided. H. A Motorola U-12 R.F. Preamplifier, or approved equal, shall be furnished and installed in the receiver. 2.3 CONTROL PANELS Contractor shall furnish and install in Central Control Console following Motorola Centracom Control equipment. one (1) Motorola B1303 Multi Station Control Unit- including microphone. One (1) Motorola 81309 Module half panel One (1) Motorola B1304 Master Control Module Three (3) Motorola B1310 Transmit and receive modules Two (2) Motorola K 55 F1 and F2 switches one (1) Motorola K 570 Headset jack one (1) Motorola K 572 Fast operated talk switch. Above equipment shall control all operating functions of two base stations. 2.4 ANTENNA SYSTEM FOR COMMUNICATING WITHIN CCCDF A. Contractor shall furnish and install a slotted coaxial cable antenna system and supplementary antennae for communicating inside building and for standby comm- unication with' Contra Costa County Communications Center. See drawing E-27, which is a block and riser diagram of combined radio systems and also see the Electrical drawings which show routing of cables and locations of equipment. ;Confira ,Costa County Detention Facility .._ , m,...h�, ._.?""Tbt^��;4'`�S,�4v'i�'i4�i;�w�_.�xF.m'-"scek� ' >`i°'1�` `"a. � °='•4 °S r` � �� �.��P7.,""''�t�atl` '�' xmgtir+�"fib ,,.v*-'.i I RF COMMUNICATION SYSTEM' Section 16500--Page 5 F. Motorola #C-149 DC metering panel shall be in- cluded for measuring all essential circuits and for tuning. G. Control point intercom and Motorola TMN 6071 microphone shall be provided. H. Transmission line between central control and and elevator penthouse shall be Andrew LDF4-50, 50 ohm 1/2" diameter heliax. I. Antenna shall be Motorola model #TAD-1003, folded base station antenna mounted on side of elevator penthouse with Motorola side wall mounting kit. J. Contractor shall install one (1) Belden 9315 fifteen pair shielded telephone cable between terminal strips located elevator penthouse and equipment rack in central control. Location of terminal strips shall be coordinated with Communications Director, Contra Costa County Sheriff's Department. 2.2 BASE STATION FOR INTERNAL COMMUNICATIONS Contractor shall furnish and install in CCCDF Central Control room one (1) Motorola C 73RTB-3105 Micor Compa base station. A. Operating frequency shall be 155.04 MH2 ±:0005• for both transmit and receive. B. Tone controlled squelch encoder and decoder fre- quency shall be 136.5 HZ. C.• Motorola TLN-1181 2805 HZ tone decoder shall be provided for unmuting control room loudspeakers. D. Output power shall be 110 watts, intermittent duty. E. Power input voltage shall be 115 volts, 60 cycle. r Contra Costa County detention Facility 1 e # } .`•,.3.`,.`_.w... .4z_ ht `#...`, � RF COMMUNICATION SYSTEM Section 16500--Page 4 1.8 ELECTRONIC INDUSTRIES ASSOCIATION STANDARDS A. RS 204A Standards for Land Mobile Communication FM or PM receivers -25-470 MHZ B. RS 152B Standards for Land Mobile Communication FM of PM transmitters, 25-47OMHZ C. RS 237 Standards for Land Mobile Communication Systems using FM or PM in the 25-47OMHZ Spectrum D. RS 329 Standards for Land Mobile Communication Antennae E. RS 220 Continuous Tone - Controlled Squelch System (CTCSS) 1.9 OTHER APPLICABLE STANDARDSs FCC Rules and Regulations. PART 2 - EQUIPMENT 2.1 BASE STATION FOR EXTERNAL COMMUNICATIONS Contractor shall furnish and install one (1) motorola #C53RTB-3105 Micor Compa base station, wall mounted on a Motorola TLN4890A mounting bracket in elevator penthouse. Space shall be left for additional future unit. A. Operating frequency shall be 155.64 MHZ for both transmit and receive. B. Tone controlled squelch encoder frequency shall be 136.5 Hz. C. Motorola TLN-1181 2805 Hz tone decoder shall be provided for unmuting control room loudspeakers. D. Output power shall be 60 watts intermittent. E. Input power shall be 115 volt, 60 cycle. Contra Costa County Detention Facility .. .,.sem..?1"t.. ,=r'.4,.k tty�:. ;...;1Y:^}v�,.�^'�,',•r'3' u.i'�-.w,l:� NsN#�» Zi �i$"nti^ �s ��°`,3,'.z tsti���r C..,a'�.��:;•3,A,.,^';_4 RF COMMUNICATION SYSTEM Section 16500--Page 3 1.5 ACCEPTANCE A. Acceptance will be after field tests. 8. Acceptance will be by architect. 1.6 PRODUCTS, GENERAL A. Equipment supplied under this contract shall be new and unused and shall be manufactured by one manu- facturer to nearest extent possible. B. Components shall not be experimental or "first-time" used. C. Model numbers are given in equipment schedules within these specifications. D. Model numbers given are supplied to indicate the exact operating features and quality and are not intended to limit equipment to manufacturers listed in equipment schedules. 1.7 PRODUCTS, SUBSTITUTIONS Requests for substitutions shall be considered by archi- tect if the request for acceptance is received at least ten (10) working days prior to bid opening. -The request must includes A. Two (2) copies of manufacturer's cut-sheets for the proposed equipment. B. A detailed description of where the proposed equipment deviates from specifications. C. A list of three (3) other facilities similar to that specified where equipment similar to the proposed equipment is in operation. Rpt ;L".k Contra Costa County - * "a' Retention Facility 61 RF COMMUNICATION SYSTEM Section 16500--Page 2 1 E. Both base stations will be•equipped with 136.5HZ tone encoders and decoders for tone controlled squelch. F. Both receivers also will have 2805 Hz tone decoders for unmuting control room loudspeakers when County Communications Center desires to communicate with CCCDF control operator. G. Both base stations shall be equipped for DC control. A fifteen pair telephone cable shall be installed by wcontractor between Central Control and base station in elevator penthouse. 1.3 SUBMITTALS A. Refer to Electrical Sections. B. Submit five (5) copies of manufacturer's cut-sheete and published specifications for each piece of equipment to be provided. C. Submit five (5) copies of manufacturer's shop drawings as applicable. D. After completion of this project, submit five (5) sets of catalog sheets, operating and instruction manuals, as-built drawings and interconnection wiring diagrams to architect for turnover to Owner. 1.4 FIELD TESTING A. Field testing shall be accomplished by installing contractor in presence of architect or his representative. B. Testing shall include operation of all functions, controls and switches on each item required by specifications. C. A written report, signed by contractor and architect (or his representative) shall be provided to owner at completion of testing. Contra Costa County " Detention Facility � y t -_ t .Ash``�t } c`t. "�'ka t.'&; I � c 3 r'• k h t :•� a..^� 4..�3�Y�i� ° �'`�' � rix �`�'�-r��.'�4 w`°'0`?' �s'Y-. l,�t ti .'"�� �` £y rf,-'��-'�f.+-�x�£�'^�tair . RF COMMUNICATION SYSTEM Section 16500--Page 1 PART 1 - GENERAL 1.1 SCOPE A. Work under this section shall include all equipment, labor and materials required to install and make operational a complete RADIO FREQUENCY COMMUNICATION"' SYSTEM as described herein and as shown on the contract drawings. B. Applicable portions of the Electrical Specifications apply to this portion of the specifications. 1.2 GENERAL A. Two radio systems are required, one for communication inside the CCCDF and the other for communicating with the Contra Costa County Communications Center and mobiles. Both systems will be controlled from control panels installed in central control console. B. Base station for communicating inside the CCCDF will be rated at 110 watts output and will feed five branches of slotted coaxial cable which should afford complete coverage of all areas occupied by prisoners, CCCDF staff, and visitors. Supplementary antennae will cover the central courtyard and the vehicular sally port entrance. Base station will transmit and receive on 155.04 MHZ and will be located in Central Control. It will be able to communicate with County Communication Center in event that other base station malfunctions. C. Base station for external communications will be rated at 60 watts output and will feed a unity gain antenna mounted on elevator penthouse. D. Space for base station will be provided in elevator penthouse which will be partitioned to separate radio equipment from elevator machinery in accordance with applicable codes. Contra Costa County Detention Facility t - ;a is t 'fit w ' BUILDING AUTOMATION AND FIRE ALARM WIRING INSTALLATION Section 16900--Page 1 r PART 1 - GENERAL 1.1 REALTED DOCUMENTS A. The general provisions of this Contract, including General and Supplementary Conditions, Division General Requirements, General Requirements for Electrical, Mechanical, and Plumbing Work, applicable sections of Divisions 16000 & 17000, apply to work specified in this Section. B. Work under this Section consists of furnishing all labor, tools, and services necessary for and pertinent to the execution and completion of all BUILDING AUTOMATION AND FIRE ALARM WIRING INSTALLATION as indicated on drawings and specified herein. 1.2 DESCRIPTION OF WORK A. Provide and install all conduit and wiring pertinent to the execution and completion of the Fire Alarm System portion for work specified under SECTION 17300. B. This contractor shall perform all work to install and connect the fire alarm equipment furnished under SECTION 17000 - BUILDING AUTOMATION SYSTEM. Contra Costa County R�*�� Detention Facility �l'�� -: # �*"C,;'# .. = may. c "i.. Ti S'— +y,}#•�.- rc4.'3�e' `ST. x! c! 1. # 7'' {- LS,� x.."u.ayC e S",G Yr niF�`• 'R 3'E� '+itY J s .� 3V . :.t,.t...t LIGHTING SYSTEMS( Section 16300--Page 12 16. In areas where one-hour ceilings are specified, the Contractor shall provide an approved cover for each fixture location to maintain fire rating. 17. Housing Construction Details; See design drawings. 18. Along with bid, manufacturer must present the followings a. Acceptable fixture design (both aesthetically and mechanically) . This shall be coordinated through A&E prior to bidding. b. Develop light curve which will demonstrate actual performance expected of light fixture and assure conformance to design criteria. 19. Mack-Ups Six months prior to scheduled installa- tion, contractor shall provibe one mock-up or prototype fixture which will show appearance confirm performance. Provide test data to confirm performance. 20. Acceptable manufacturers shall be Peerless Electric Co. of Berkeley or Guth Lighting of Sola Basic Ind., Keene Lighting-Specline, and Miller Lighting Company. 1 PART 3 - EXECUTION 3.1 Provide the_following,as shown and specified per Contract Documents: A. Separate junction boxes as required for recessed fixtures, concealed and accessible. In areas having no demountable or accessible ceiling system, lighting fixture shall have an approved junction box and access panel allowing fixture removal for access to .circuit wiring. B. Plaster frames for recessed fixtures in plaster ceilings and required mounting accessories for dry gypboard ceilings Costa County Facility '00 � • .,r$ 4,- t ,lap,3 .}, e_h+.T.t aAWf 'L ' � a�rz s.+ hs �i d 2ss?d� Yh, s. :' ; +rte s , 'k •.. r I LIGHTING SYSTEMS Section 16300--Page 13 C. Where required, lighting fixtures shall be supported from building base structure and/or suspended in a manner satisfactory to City of Martinez, County of Contra Costa and requirements of seismic design criteria. D. Lighting fixtures for indoor or outdoor use., includ- ing samples submitted to architect, shall bear the Underwriters' Laboratories, Inc. label of approval, and/or independent testing laboratory. E. Fixture hardware and 'miscellaneous parts for indi- vidual mounting or continuous-row mounting. Where pendent mounted, provide swivel devices at ceiling and at fixtures to permit a swing of at least 150 in all directions. F. Lamps as indicated in fixture tags and as recommended by fixture manufacturer, unless specified otherwise. G. Fixture colors shall be as selected by Architect. 3.2 . Installation: Deawings show fixture type by means of fixture tag. Where no tag is shown, fixture of type indicated for a similar area shall be installed. Light- ing fixturds shall be carefully aligned and leveled in straight lines.. Final decision is reserved as to .adequacy of alignment. Lighting fixtures shall not be installed on ceilings and walls scheduled to receive paint until such painting has been accepted. Contra Costa County 5 Detention Facility �} _ LIGHTING SYSTEMS Section 16300--Page 11 9. Mock-Ups Six months prior to scheduled installa- tion of fixtures; contractor shall provide one mock-up or prototype fixture which will show appearance and confirm performbnce. Provide test data to confirm actual performance. 10. Acceptable manufacturers shall be Peerless Electric of Berkeley, California, Guth Lighting of Sola Basic Ind., • Keene Lighting-Specline, . and Miller Lightinq Co. 11. Durability and Safetys Each luminaire shall be dust resistant and shall be resistant to the long-range detrimental effects of internally generated light and heat. 12. Ballast shall be protected by metal barrier and shall be secured to metal housing in a way that will effectively conduct heat away from ballast w enclosure. 13. Gaskets shall be neoprene or polyether urethane (Omalon) , or equal. 14. Luminaire wiring (between components) shall have insulation rated 600VAC at 10500 and shall carry no more than 80% of rated current. 15. Installation and Maintenance Conveniences Each luminaire shall be designed to provide ease of lamp, ballast and light transmitting enclosure replacement. a. Complete fixture"housing shall be easily removed and replaced as a unit. b. Cover frame shall be hinged and secured by special tamperproof machine screws (spanner head) made of 18-8 stainless steel. c. Light transmitting 'lens,. shall be installed in its, frame so as to' allow replacement in field or.shop 'with ordinary tools and techniques. Contra Costa County Detention Facility `MG.>%4ar ' Ik..v„*a LIGHTING SYSTEMS Section 16300--Page 10 d. Provide 1/F40 T12 R.S. warm-white lamp, 277V, 430 ma single lamp ballasts. 5. Electrical Performances Ballast operating characteristics shall comply with recommenda- tions of lamp manufacturer with regard to lamp power regulation, lamp current crest factor and open circuit voltage (for operating down to SOOF.) Ballasts shall have a power factor rating no less than 0.90. 6. Lighting Performances Each optical system shall provide sharp cutoff of glare for visual comfort and glare reduction. a. Candlepower (luminous intensity) directed forward and between a vertical angle of 60 and 95 degrees shall not exceed 30 candelas. This is equivalent to a lens luminance (photometric brightness) of about 200 foot- lamberts within the cutoff zone.' b. Candlepower distribution curve and intensities of designated points shall be as shown on drawings. y. Completed indtallation shall comply with Title 24, especially the latest revision of Chapter 9, and to other applicable codes relating to prison facilities. g. Along with bid, contractor shall present the followings a. Name of manufacturers. b. An acceptable fixture design (both aesthetically and mechanically) . This should be coordinated through the Architect/Engineer prior to bidding. #� Contra Costa County Detention Facility ♦ 4 t rx=z>rp 1 itn`4 -' LIGHTING SYSTEMS Section 16300--Page 9 3. General Description---Type "Fll"s a. Surface-mounted cornice-style fixture with rigid-security requirements. Housing shall • be 14-gauge die-formed sheet steel or extruded aluminum with mitered corners, resistant to impact, scratching and abrasion and shall be securely bonded to building structure and ceiling. Exterior finish to be epoxy white enamel. r b. Fixture reflector shall be corrosion- and abrasion-resistant, hard anodic coating sealed.against staining and finger marks. c. Angular shaped fixture, cornice style 8" x 8" x 49" with 2/F40 T12 R.S. warm-white lamps, 277V, 320 ma ballast. Lens shall be E "Vandalens" comprised of 1/4" polycarbonate and 1/8" C12 clear prismatic acrylic, low-brightness panel, fitted in to fixture door fully tushed frame. Door to have two intermediate steel braces behind lens, 1-1/4" strap placed on 1/3 spacing. Provide full length 18-8 stainless steel piano hinge. 4. General Description--Type "F19" (Level 2) a a. Recessed fixture to be arranged for mounting in finished cornice shaped coiling. Fixture to be .6" x 6" x 96" long. . Extruded aluminum frame with maximum lens opening. Housing to be 14-gauge die-formed sheet steel. Frame and door to be finished with epoxy, ' white enamel. b. Reflectors to be corrosion- and abrasion- resistant, hard anodic coating sealed against staining and finger marks. c. Use "vanaelens" comprised of 1/4" polycarbonate with 1/8" clear prismatic acrylic panel, fitted into doors fully cushioned frame: Provide continuous stainless steel piano hinge locked in place with captive spannerhead . screws. -See detail on drawings. Costa County --Datention Facility NW 4:p-F W:. -a LIGHTING SYSTEMS Section 16300--Page 8 b. Fixture to be 12" wide x 48" long x 5" deep with 2/F40 T12 R.S. warm-white lamps, 277-volt 430 ma ballast. Lens shall be "Vandalens" comprised of 1/4" polycarbonate and 1/8" C12 clear prismatic acrylic, low-brightness panel, fitted into fixture door, fully cushioned frame. Door to have continuous stainless steel piano hinge—length of fixture only— locked in place with captive 18-8 spanner- head screws. See detail on drawing. 2. General Description—Type "F10"s a. Surface-mounted cornice-style fixture with rigid-security requirements. Housing shall be 14-gauge die-formed sheet steel or extruded aluminum with mitered corners, resistant to iinpact, scratching and abrasion and shall be securely bonded to furred beam and anchored to metal decking above. I Exterior finish to have epoxy white enamel. b. Fixture reflector shall be corrosion- and abrasion-resistant, hard anodic coating sealed against staining and finger marks. Reflector to be arranged to reduce direct glare and keep outward beam below sight line. c. Fixture shape is angular (cornice type) 8" x 8" x 61" long with barrier acoustically treated separating lighting section from paging system speaker.' See Tletail on Drawing E-24 (Speaker-Section 16800) lighting section to accommodate 2/F40 Tl2 R.S. warm white lamps, 277V, 430 ma ballasts. d. Fixture lens to be "Vandalens" comprised of 1/4" polycarbonate and 1/8" C12 clear prismatic acrylic, low-brightness panel, properly fitted into fixture door, fully cushioned frame. Door to have continuous 18-8 stainless steel piano hinge, locked in place with captive spannerhead screws. See Detail, on Drawing E-24. Contra Costa County .Detention Facility _. - �, 1p.t�,.•�ia V.,LL-.oYY ,y4"�i liy��1,J �(� , r r ,,` aF "c,- y''. 4•.:t , +^=* aSa' '' ..s:-..y.a.S " S 3i L"x^'" +'k + '+, yt a �,7t�,}, t , '8 'iei-"-.i�:+u.��,�>��?�•�``=rk�';�k¢ ' �.s �4 }3-.�,>$i�. V.'i �s""a��y`.'` ,�5.� -Ir�i ;as•3�, «a< LIGHTING SYSTEMS, Section 16300--Page 7 distribution shall be general twin-forward-beam ('upward' and 'downward') and single-foward-beam— vertical angle of 60 and 95 degrees. See . details on drawing for design and lens type. 2. Appearance Requirementss Exterior parts shall be neatly and tightly joined with tamperproof fasteners and shall be concealed from normal view or access. Use only spannerhead type screws for exterior fastening. 3. Versatility: Two ballasts shall be provided for fixture so that direct or indirect light may be operated separately. Provide heavy-duty switch (pushbutton) to control down light. Indirect up light to be controlled at guard station for all cells. Install switch on door side of fixture. 120-volt outlet to be installed on left aide of fixture. 4. Fixture Type "N"s Cell leisure light, surface mounted fixture with adjustable lighting shade, designed for direct use at writing table or bed for reading. Fixture head is adjustable and rotates 3506 -- to have spannerhead screws with no exposed knobs. All cast aluminum one-piece housing with' local pushbutton switch. Epoxy white enamel finish (color by Architect) . Manufacturers Cozy-lite by Swivelier Co. Cat. #59X0208. C. Housing Security Fixtures: 1. General Description--Type "F8": a. Ceiling-mounted surface lighting fixture - rigid-security requirements. Housing shall be 14-gauge die-formed sheet steel or extruded aluminum with mitered corners, resistant to impact, scratching and abrasion and shall be tightly bonded to properly prepared surface. Exterior finish to have epoxy white enamel: Reflectors shall be corrosion- and abrasion-resistant, hard anodic coating. sealed against staining and finger marks. (AYzak Ml, Coilzak, or equal) . v Contra Costa County Detention Facility trte 2 s LIGHTING SYSTEMS Section 16300--Page 6 2.6 SPECIFIC FIXTURES A. Building Standard ( Fl thru F6 Series) : Fixtures to be recessed troffers for use with warm-white fluorescent lamps as shown and at voltages indicated. Fixtures shall not exceed 5" in overall depth and designed specifically for installation in ceiling systems specified. They shall include necessary provisions for proper method of 'installation in accordance with all applicable codes and seismic restraints, including slack wire restraints. All fixture to be supported independently of ceiling suspension. 1. Lens door frame (and exposed trim,where necessary) shall be extruded aluminum and have hairline machined (mitered) corners. Frames shall include positive mechanical latches and integral "T" hinges that are concealed. Frames shall be removable type and reversible without the use of tools. 2. Lens shall have an average brightness not to exceed 570 foot-lamberts either lengthwise or crosswise, throughout the range from 650 to 900 from vertical. 3. Reflecting surface shall be finished in baked white enamel 890 or better reflectance over a rust inhibitor. Exposed trim and lune frames shall be finished as selected for texture and color tone. 4. A full-size working mockup of at least two '(2) fixtures and corresponding ceiling modules. .'; B. Housing Cell Lighting Fixtures: 1. General Description: Type `M' surface-mounted lighting fixture, general use and mirror light, for direct and indirect room lighting shall be totally enclosed fluorescent,type using-three.30- watt rapid-start lamps and F4T5- fluorescent up light for night use (or emergency use). ,Light -Contxa; costa County Detention Facility rc n. a.�,"` zc e k, r• e:.3 ff�d_'. :.a,. *r ..l,aaz, ,r::;5..,..tm ..,. r _.3 ,^'Tt LIGHTING SYSTEMS Section 16300--Page 5 B. Fixtures shall have framed doors holding lens. Doors to have concealed hinges and positive, easily operated latches. C. Security fixture doors shall have heavy duty, high strength concealed hinges and shall close with spanner- head screws to hold door positively in place. D. Fixture trims are specified, however contractor shall inspect architectural drawings and shall coordinate with ceiling supplier, prior to shipment, to insure that no changes have occurred and that fixture trim will match ceiling actually provided. Trims in general shall be extruded aluminum with mitered corners. E. in general, lighting fixture interior shall be finished with reflectors or with baked white enamel finish having a reflectance of at least 851. 2.5 DIMMERS A. Fluorescent dimmers shall be solid state, AC, rated 60OW (or as required) 277'V, 1-phase, 60 Hertz to control 3 to 8 each 40-watt rapid start lamps. Dimmers shall have "Off" position, a 200 to 1 dimming ratio, and shall operate smoothly over entire range without jumps, flickers, or striations. Dimmer to be complete with heat sink, and designed for continuous operation at full capacity. Acceptable manufacturers:' } GE, Hunt, Lutron, or approved equal. B. Incandescent dimmers *shall be solid state, AC, each rated 600 watts, 120, volts, 1-phase, 60 Hertz to control lights in light track. Dimmers shall have "Off" position, a 200 to 1 dimming ratio over entire range without jumps or flickers. Dimmers shall be complete with heat sink and designed for continuous operation at full capacity.. Acceptable manufacturers: Hunt, GE, Lutron or approved equal. All , a Contra Costa County Detention .Facility s a E ((11 E t � y y . #*sy � s.c�.t-''"; LIGHTING SYSTEMS Section 16300--Page 4 2.3 LENSES & DIFFUSSERS A. Lens material, for non-security areas, shall be manu- factured from clear, 100% virgin acrylic, high- molecular-weight, low-brightness, domestic original, having a maximum melt-flow rate of 2.2 grams/10 minutes as defined in American Society of Testing and Material (ASTM) Designation D1238 Condition 1, and a minimum flow temperature of 3150F. as defined in ASTM Desig- nation D569. 1. Lens shall be clear, injection molded, virgin acrylic, nominal thickness of .187" and a minimum thickness of .125" at thinnest unpenetrated portion of prism. Acceptable lenses are Holophane 6251, American Louver 48-.190, Keene SJ7769.190. 2. Lenses shall be destatisized and free from defects. D. Security lens shall be high impact plexiglass 'DR' acrylic prismatic pattern type or high impact 1/4" thick polycarbonate plastic as specified for each specific fixture. Fixture schedule or this specifi- cation indentifies which lens or diffuser will be acceptable. Where brightness can be properly con- trolled by reflectors in fixtures. Lens shall be clear and of maximum transmission capability. Lens shall have proven excellent light stability. Plexiglass 'DR' manufactured by Rohm z Haas. 2.4 FIXTURE HOUSING A. Fixture housings in general shall be manufactuied �from die-formed steel. 20-gauge die formed steel, crimped to achieve comparable rigidity will be considered provided acceptable lab tests are submitted for approval. Tests shall be by an independent testing laboratory and shall certify that submitted fixture is as rigid (or more rigid) than an .18-gauge uncrimped fixture housing. Security type fixture housings shall be heavier gauged as specified. Contra Costa County tM Detention Facility . J . a J �q`� i� .•= t� 'P"�,''-��Ss_`� �"�-i�»r��J.S \,.'2y{."�r'Y"Y$ ^� � ^1,r �.. ti�;�'s,rx+y �^ r�� � , . LIGHTING SYSTEMS Section 16300--Page 3 2.2 BALLASTS A. Ballasts for fluorescent fixtures shall be hi4h power factor 430 milli-ampere, 277V., rapid-start, unless otherwise specified, Class P, suitable for fixture and ceiling in which they are installed. 1. Sound Ratings Rating "A" for 430MA tubes= ballasts deemed excessively noisy shall be replaced at no cost to owner as defective. "Bnllasts shall be securely attached to fixture to reduce noise. 2. Dimming ballasts shall be provided on fixtures in central control rooms; rating 277V, single lamp 40 watt fluorescent, rapid start lamps, low noise- high power 'factor. Match dimming ballasts to dimmers. ' B.. Marnury vapor ballasts shall be regulating type. high power factor, low noise. C. High pressure sodium shall be regulating type, high power factor, low-temperature/low-noise for mounting in outdoor fixture. D. operating Temperatures Unless specified otherwise, provide ballasts suitable for temperature conditions under which ballasts will operate in fuxture. Mount ballasts to obtain coolest possible operation and 1 largest heat dissipation through fixture enclosure. Ballasts causing nuisance tripping of temperature trip elements shall be replaced with "Low Heat" or "Very Low Heat" rated ballasts. - . E. Acceptable Manufacturers: Advance, General Electric, Jefferson, Universal, or approved equal., Contra Costa County „•��,., ' ,Detention Facility _. LIGHTING SYSTEMS Section 16300--Page 2 C. Submit for each fixture types Manufacturer's data, specifications, installation instructions, and catalog showing construction truction details and photometric data of standard fixtures, supplementnlesshwith ssh pedrawings. Where data is incomplete, PP PART 2 - PRODUCTS 2.1 LAMPS a inside A. Incandescent Lampss Extended-service typbase,as re- unlessfrosted• Rating, tYP8# envelope' sscified commended by fixture manufacturer, otherwise. B. Fluorescent Lampss Warm-white color, rapid-start, 430 MA/F40-T12, unless specified otherwise. All fluorescent lamps shall be warm-white. C. Mercury vapor (H.I.D.) High Pressure Sodiums 1. Indoor-color corrected specially suited to each specific nand approved equal-277-volt volt house tyle ope Tone or tested and app 2. outdoor standard lamp, suitable for use in outdoor fixtures. Color improved, 277-volts. D. High pressure ll be color osition .277--!, , 277high efficiency type• Universal burning sodium shap g. Acceptable Manufacturers: General Electric, Sylvania, Westinghouse, or approved equal. Vi ? Decostantra County tentionFacility Sr :. ICW;a."";`i LIGHTING SYSTEMS Section 16300--Page 1 PART 1 - GENERAL 1.1 SCOPE A. Work under this section consists of furnishing all labor, tools, and services necessary for and pertinent to the execution and completion of all LIGHTING SYSTEMS as indicated on drawings and specified herein. B. Applicable portions of Section 16010, General Requirements for Electrical Work, and Section 16100, Basic Materials and Methods, shall apply to this Section. 1.2 DESCRIPTION OF WORK A. The extent of work specified in this Section includes: 1. Lamps; 2. Ballasts, Fluorescent/HID; 3. Lenses or Diffusers (Security/Non-Security) ; and 4. Lighting Fixture Housing, Fitting and Finish. B. Related Work Specified Elsewhere: 1. General Provisions and Basic Materials and Methods apply to this Section. 2. Ceiling and wall types and finishes. Refer to Architectural drawings and, specifications. 3. Structural futures for.supports 'and ties— Refer to Structural drawings and specifications. 1.3 SUBMITTALS A. Refer to Section 16010. B. Submit samples of each fixture type together with ETL/ITL distribution curves and report as directed. o Contra.Costa county Facility x f POWER SYSTEMS Section 16200--Page 57 F. Mounting: 1. Bases• Engine-generator set shall be mounted on a base with sufficient rigidity to maintain alignment of generator set and to minimize engine and generator stresses. 2. Vibration Isolators: A suitable number of spring- type vibration isolators shall be inserted between base and floor. Isolators shall be adjustable for leveling and equalizing loads. Floor supported equipment shall be bolted or welded to steel plates or structural members set into housekeeping pad. Provide dimensioned drawings along with anchor bolts or concrete inserts and setting pattern. G. Fuel oil piping shall be installed by a qualified plumber in accordance with applicable codes. Coordinate with other trades to avoid interferences and conflicts. Contra Costa County .z == Detention Facility x �J f h A"'_ i POWER SYSTEMS Section 16200--Page 56 Install generator before building is closed in. Coordinate installation with General Contractor. B. Operation, Maintenance and Access: Valves, instru- ments, controls, and other items, which may require maintenance -and services, shall be made accessible. C. Protection: . 1. Personal Protections Exposed rotating components shall have suitable guard covers designed to prevent accidental contact. These guards shall be substantially constructed and securely fastened in place, but easily removable for main- tenance. Provide access for instrumentation. External Surfaces: For the protection of personnel, external surfaces of extremely high temperatures, shall be covered with insulating material. 2. .Equipment Protection: Protect work.,, equipment, and materials against loss or damage. House or cover equipment to protect it from weather, adverse construction conditions, dirt or debris (which should be kept from entering stored pipes and conduits) , or injury caused by water, chemicals, or mechanical accident. Close pipe openings with caps or plugs during installation and until connections are made thereto. D. Concrete Inserts and Plates: Provide anchor plates, i inserts, and special mounting or anchoring devices which are to be inserted in housekeeping pads, floor slab, and elsewhere as required to install or anchor equipment. E. Electrical Work: Provide terminal blocks for. termination of wires at equipment. Wire shall be identified and connected according-to interconnect wiring diagrams furnished by manufacturer at time of installation. Coat all battery connections with a suitable grease to prevent corrosion. Contra Costa County Detention Facility � x 1 a � POWER SYSTEMS Section 16200--Page 55 of starters and controls. Power wiring shall be provided to motors, starters, motor control center, and each refrigeration machine. Provide required control wiring except as specifically excluded herein. Tag control wiring as directed. wire per shop drawings. Perform required adjustments, wiring modifictions, in conjunction with any testing and operational system start-up procedures. B. Responsibility: Line voltage electrical requirements specified in heating, air-conditioning, ventilation, plumbing and sprinkler Sections is an obligation of this Section -- the same as if specified herein. C. Motor Installation and Connections: Building utility motors, such as fans, pumps, etc . , are furnished under applicable Sections of these specifications. Make electrical connections including check for correct rotation, as work under this Section. Run circuits to motor via starting equipment: , Terminate conduit to motors in final connection with liquid- tight flexible conduit. Wiring from motor starter to motor shall be copper. D. Motor Disconnecting Switches: Where shown or required, shall be unfused except where otherwise shown on drawings. Switches for interior use shall have NEMA Type lA enclosures, except as otherwise shown, or required. Switches installed where exposed to weather, in fan casings or plenums, and in kitchen, shall have weatherproof housing. E. Mounting: Mount motor control center assemblies on and secured to steel channels poured and anchored in floor and level with floor. Provide,required shims to achieve a level installation. 3.8 STANDBY DIESEL GENERATOR A. General% Install material, equipment and ancil.x.aries in a neat and orderly manner with like elemente' and appurtenances in similar locations, positions, and elevations. Make adjustments as required to avoid interferences with doors, columns and other'elements. C0'Ara' Costa County 's Detention Facility '�"w2:r r �'iae..a `x� y, "4 :sfiz �Y h " :�t, WA -ki POWER SYSTEMS Section 15200--Page 54 1. Supporting members, such as wall flanges, and other accessory parts furnished phosphatized and primed, shall be painted with suitable air-dry enamel after erection. B. Wall Penetrationss On both sides of each wall and floor penetration, provide 12 gauge steel cover plates. Each plate shall consist of two sections with con- toured opening to fit tight around busy-way profile. Fasten each plate section individually with machine bolts in pre-set inserts. Seal opening walls and floors around bus-way between these plates with lhlb. density fiber insulation to avoid air flow between rooms. C. Tests shall be run as specified in Section 16010. 3.6 TRANSFORMERS, DRY TYPE A. Solidly ground secondary neutral and enclosure as per codes and as required. B. Make final connections to transformer through short sections of flexible conduit to keep transformer noise out of building. C. Vibration Isolators: In addition to transformers "built-in vibration dampening system", provide and mount each floor-mounted and ceiling- or wall-hung transformers on vibration isolators with seismic restraints as detailed, or as specified. 3.7 MOTOR CONNECTIONS AND CONTROLS A. Geheral. Pre-wired, packaged-type equipment, control devices, control panels and alarm panels for heating, ventilating, air-conditioning, plumbing, and sprinkler work will be provided under other Section's of these specifications and wired under this Section. Control devices which have piping connections will .be installed under other Sections of specifications. Where wall space is not available, suitable angle- iron framework supports shall be provided for mounting �. ` Contra Costa► County `. .; . - Detention Facility t♦a 1 ' i POWER SYSTEMS Section 16200--Page 53 G. Transformers shall be grounded by means of its conduit raceway system. H. Wherever flexible conduit is used for all or part of a conduit run, a grounding conductor shall be pro- vided in conduit and 'connected to grounding bushings at each end of run. I. Grounding conductor shall be a green insulated copper wire of size indicated. Where size is not indicated, conductor shall be in accordance with requirements of local Code, except that minimum size shall be No. 12. J. Grounding jumpers shall be provided across metal parls which are separated by non-conducting materials or joined so that there is a high resistance at joints. Furnish grounding jumpers with approved connectors around water meters, street shut-off valves of domestic water services. K. Inaccessible connections shall be made with exothermic welding process. L. Accessible connections shall be made with multiple bolt silicon bronze connectors specifically designed and approved for connection to be made. 3.5 BUSDUCT - SERVICE A. Supporting devices shall be furnished and installed complete and in place, including fastening to build- ing structure. Such attachment shall be through use of inserts or bolting to structuralmembers. - Expansion shields shall not be used. Supporting inserts placed in concrete slabs or walls shall be welded or bolted to structural members and shall not be wholly dependent upon holding strength of concrete for rigidity. Load rating of each insert shall not be less than double the maximum -forces developed during short-circuit conditions. Support ducts every five feet maximum, or as approved by local codes, on horizontal and sway brace as shown or required for seismic restraint. Contra Costa County etention Facility t - POWER SYSTEMS Section 16200--Page 52 terminal and bolted with at least two bolts, nuts, and Belleville spring -washers to an oxide- free aluminum surface and protected by a layer of "no-oxide" paste. Provide a rectangular k" x 2' long copper ground bus mounted on wall in Switch- board Room. From ground bus of each service switch assembly, furnish and install 500 MCM copper cable as shown, wall-mounted ground bus assembly, and terminate with approved fittings. From end of wall-mounted ground bus assembly, provide one 500 MCM insulated cable in rigid conduit to nearest accessible cold-water pipe. Provide a copper ground. bus or clamp on cold- _ water pipe to receive ground conductors. C. identified neutral wire or "white" wire of interior wiring systems shall be permanently grounded to grounded conductor, protected from mechanical injury by rigid conduit to which conductor shall be securely bonded at each bond. Conduit system shall be securely • grounded to above-described ground or wire system. Motor frames that are not directly clamped to supply conduit shall be bonded and grounded to conduit by suitable wire and ground clamp. No soldered connections shall be used in leads. Connections shall be made with an approved type of solderless connector. D. Conduit entering service switchboards, distribution panelboards and motor control centers shall be pro- vided with grounding bushings connected to .ground bus by means of bare copper ground wire. E. Lighting and receptacle panelboards and -feeder 1 pullboxes shall be grounded by means of grounding bushings on incoming and outgoing conduits. Bushings shall be connected together, and to panel or pull- box ground lug with a grounding conductor. Where pullboxes contain barriers, a ground lug shall be provided in each section., F. Motors shall, be grounded by means of grounding con- ductor in same raceway with motor feeder connected to a grounding bushing at motor terminal box and ground bus in motor control center or to incoming conduit grounding bushing of an individually mounted motor starter. Contra Costa County. A' Detention Facility .0 POWER SYSTEMS Section 16200--Page 51 B. After installation is complete, provide coordination and operational tests on each fused switch, relay, interlock and device in switchboard and check all cable and bus connections. Test shall be performed by disinterested, qualified testing company as Electro-Test, Inc. , Power Systems Testing Co:, or approved equal. Submit certified test reports. - 3.3 PANELBOARDS A. Generals Service and distribution equipment, includ- ing standby generator and associated equipment, trans- former cases, enclosures, and all related metallic equipment shall be effectively grounded in an approved manner. Grounding system for main service and distri- bution equipment shall be made to cold water service pipe, see drawing E-36, installed in rigid conduit. Individual floor-mounted transformers, in electrical closets, shall be grounded to building grounding system with approved size cable. Extend ground wire (min. 1500 MCM BCW) down through electrical rooms to ground loop in/or under foundation. Connections shall be made with acceptable ground clamps, or by Cadweld process where connection is permanently concealed. B. Grounding Requirementst 1. For transformers in electric closets - provide a copper-to-steel ground connection in every electric closet housing a dry-type transformer. Neutral ground lug of each dry-type transformer shall be connected to grounding system by means of an acceptable grounding conductor run in.rigid conduit and connected with an appropriate tee connector. 2. At service equipment -- each service switch shall have copper equipment ground connection. rated at not less than 20% of switch rating and connected to building grounding system. Copper- to-copper connections shall be silver plated. Copper connection to aluminum enclosure shall be made by the hot, *tin-plate process of the copper Contra Costa County u - Detention Facility �° .. _Y "t;-�.rz,:J..�uY 4.h`.+{1v«' .F� 12,tsy ;a,'�v-t"t'+��'M �A �.�+�E�tk�€',��,��i+�> "�a�'S'Y�+*..= y,77 �. '�x_•s••,.c.� POWER SYSTEMS Section 16200--Page 50 B. Transformer Vault: 1. Obtain detailed drawings of vault from PG&E showing construction requirements. 2. Provide in place, all electrical items in these drawings marked "Customer Furnished". 3. Items to be provided in place include: a. Pull-in irons where directed. b. Grounding system including ground rods, conductors and grounding 'plates. c. Concrete inserts for supporting cable trays, bus duct or lifting eyes. d. Secondary bus ducts stubbed through fire rated wall. e. Lighting and receptacles including fixtures, switches and branch circuits. f. ,Notify PG&E when phases of construction can be inspected. d. Coordinate service bus duct so that it is com- patible with wall openings to transformer vaults, and is complete with fireproof barrier at wall penetration. 5. Bus duct terminations in transformer vaults - shall be in strict accordance with PG&E requirements. 3.2 MAIN SERVICE SWITCHBOARD AND DISTRIBUTION PANELBOARD ASSEMBLIES A. Main switchboards and distribution panelboards shall be mounted on leveling channels set flush with 4" housekeeping pad Leave clearance to permit free opening of doors: Support ito withstand a 0.5 seismic forces acting in any direction. ' . t Contra Costa County Detention Facility v:. rr r .� r '2 - C a., r '- ., SL. �` I ai+ .,;�ik'-- ...rt7��.: .r^'Sj".:.s: �-�,.x '�"' `• s, •s�' a?,, "'" 9-'° ,.`ts:.,-"-.r_4�_.. - POWER SYSTEMS Section 16200--Page 49 G. Testing: 1. Factory Testing: Prior to shipment to jobsite, generator set shall be tested at facility of manufacturer. Testing shall include checking of all automatic controls for proper function- ing and load test at standby rating of the unit for a period of 2 hours. This testing shall be run at 1.0 p.f. During this time, all operat- ing parameters of the engine and generator shall be monitored and recorded every thirty minutes. This test may be witnessed by engineer. Manufacturer shall notify engineer of test at least one week prior to test. 2. ,Jobsite Testing: , After installation is complete, generator set shall be tested at jobsite under supervision of representative of manufacturer. Testing' shall include checking of all automatic controls for proper functioning, and- a load test at standby rating of unit for a period of 2 hours. Testing shall be run at 1.0 p.f. Manufacturer of generator set shall supply dummy load for test. Following test, unit shall pick up available building load and carry same for a period of one hour. Operating personnel will be instructed in proper operation (min. 6-hr. instruction) and maintenance of unit.- H. Manufacturers: Standby diesel generators shall be as manufactured by Detroit Diesel Allison (Williams and Lane) , Caterpillar Traotor Co. , Waukesha, Cummins (King Knight) , or approved equal. G. Provide spare parts kit with those- Items subject to wear and as recommended by manufacturer. PART 3 - EXECUTION 3.1 PROVISIONS FOR ELECTRICAL UTILITY SERVICE A. Provide two 4" conduits, encased in concrete, running below grade (30" min.) from property line box at . Willow Street to PG&E service 'transformer in build- ing all as shown on the drawings,' for PG&E'to bring - in ringin their primary service. , Contra Costa County Detention Facility 4 ti t .„` x t waa,� .ixr �.i`� �, i , �vw'S,�q s t i - i }a t = . "t POWER SYSTEMS ti Section 16200--Page 48 E. Engine Control: 1. Engine control shall provide for multiple crank cycles of approximately 8 seconds of cranking followed by 8 seconds of rest. Timing of crank and rest cycles shall be equal but adjustable. A device shall automatically disconnect the starting circuit when engine has started. If engine does not start after three (adjustable-- one to five) tries, a cranking limiter will disconnect starting circuit and lock out control, sounding an alarm and lighting an "overcrank" light. Engine safety controls also lock out control to prevent automatic restarting. Timers shall be solid-state type. 'No thermal timers will be permitted. 2. Five lights shall be included to light if control is locked out for "overcrank", "low-oil pressure", "high-water temperature", "overspeed", or "inadequate fuel". "Inadequate fuel" circuit shall prevent re-engagement of starting circuit if unit runs out of fuel while under automatic control. 3. Selector switch shall be included and shall include an "OFF" position, an "AUTO" position, a "TEST" position and a "MANAUL" position. In "MANUAL" position, engine shall start upon depressing start button. 4. Automatic engine controls shall be'mounted in generator control panel. Indicating lights, switches and associated fuses-shall be mounted on face`of panel. 5: Engine control shall start and stop generator set upon receipt of signal from automatic transfer switch. 6. 'Test run' timing.meter .showing one-hour :running time during engine test periods'-to be included . on,control panel. ; , F. Contractor shall provide shop drawings showing arrange-, ment which will permit standby diesel generator to fit into space shown on plans. Contra Costa County . Detention Facility L y ,i T t • b i kl y, ;A. ff tSS.FSEs,'+'.. .. .i, TWK�.._-}4+,Y1•-vi`z"*.c' xc A� t}• Ci 44 " POWER SYSTEMS Section 16200--Page 47 System shall be free of injurious torsional and bending vibrations within a speed range from 0 RPM to 10% above synchronous speed. 2. Generator shall be rated at 500 KW, 60 Hz. , at 0.8 p.f. in accordance with NEMA standards for stand-by machines. Class of insulation shall be compatible with ambient operating conditions and NEMA standards. 3. Voltage regulator shall be solid state type with no moving parts (buildup circuit to be solid state) . it shall maintain voltage within limits specified below: +1• RMS no-load to full-load (0.8 to 1.0 p.f.) wrth a +51 speed change and a +200C. temperature changer transient dip not to axaeed 156 upon application of full- load at 0.8 p.f. with recovery in less than two seconds. D. Generator Instrumentation: 1. The generator instrumentation shall be installed in NEMA 1 panel-mounted on generator set. Panel, including instrumetnation, shall be mounted on rubber vibration isolators. Engine main circuit breaker to be located in the emergency distribution panelboard furnished under panel- board section. 2. Circuit breaker shall be supplied to protect generator and controls from overloads and short circuits in the load, sized to carry continuously the full-rated current output of generator at its standby rating.' Field circuit breaker or similar device will not be permitted. 3. All instruments shall be supplied and mounted in the control panel. They shall be nominal 3h" panel misters rated at 28 accuracy: , AC volt- meter, AC ammeter with 3-phase ammeter and volt- meter switch, frequency meter (reed or pointer type) , elapsed time meter, voltage adjusting rheostat, necessary fuses,* transformers, etc. Contra Costa County Detention Facility , a a�A Wit'_` aN ! � "^ '"'c R' POWER SYSTEMS Section 16200--Page 46 length and size to adequately start engine in accordance with engine manufacturer's recommendations, and as specified. d. Automatic dual-rate or "taper charge" battery charger of size and voltage to meet battery manufacturer's recommendation shall be supplied and mounted in battery rack. Charger shall operate on 110 VAC. 11. Jacket heater shall be 2.5 max. , 480V, 3-phase, 60 Hertz, located in jacket water system. Heater shall be complete with all required con- tactors, temperature sensors and controls required to maintain jacket water temperature as required for minimum startup time. 12. Engine instrument panel shall be mounted on engine. Panel shall include at least the follow- ing: Water temperature gauge, oil -pressure gauge, manual start pushbutton, meter for auto- matic shutdown after hourly test runs, and warning lights for each engine safety or shutdown feature. 13. Engine safety controls shall include the follow- ing engine protective devices: Automatic engine shutdown for low-oil pressure, high-water temperature and overspeed. After shutdown, system must be manually reset before attempting restart of engine., 14. , Entire engine-generator system shall be up to full speed and rated voltage and be capable of accepting full load, in less than 10 (ten) seconds. C. 'Generator and Regulator: 1. Generator shall be of engine-driven, single bearing, synchronous, brushless type, open- guarded construction. Generator shall meet all applicable NEMA standards for stand-by generators including temperature rise for class of insulation used and.short,circuit ratios. Generator shall be connected to engine flywheel by means of a flexible diad-type coupling.' Cojttra Costa County Detention Facility -4- V401 •i x POWER SYSTEMS Section 16200--Page 45 f. Supports Vibrational/anchoring (1) Furnish anchor bolts and templates along with setting and plumbing instructions. (2) Furnish dimensions of housekeeping pads along with anchor plates for insertion in concrete pad. g. Miscellaneous (1) Anchor bolts and nuts shall be high- strength steel, ASTM A325, Type 3, with Schedule 40 pipe sleeves. h. Exhaust piping from silencer through roof will be provided by mechanical contractor. Cooperate with him to assure a satisfactory installation. 10. Engine Starting Systems a. Operation shall be completely automatic with the charger maintaining the batteries at full capacity under normal starting functions. Console shall include front panel - D/C volt meter, ammeter, float charge indicator and high rate indicator. Batteries to be nickel cadmium alkaline type NIPS cat. !BC-32. b. Engine shall be equipped with electric start- ing system, rated 24V and shall include automatic starter cutout upon starting. Battery charger shall be supplied with its associated voltage regulator to insure quick recharge of batteries after engine start. System shall have capacity to crank engine at least 15 times without recharging batteries, and without damage to ,the system. c. Batteries supplied shall be of long-life, nickel cadmium type of size and voltage recommended by engine manufacturer in published literature. ',Heavy-duty diesel " starting batteries shall be mounted in floor standing console and cables of sufficient r ,, TCon r Costa County ' Detention Facility POWER SYSTEMS Section 16200--Page 44 C. Provide flexible connection between engine and exhaust silencer, with fittings and supports as required. Connection to be Plextronics Series 400L or approved equal, ANSI 4321 stainless steel, 12" long rated 1500oF. d. Insulate exhaust piping and muffler with two- layer moulded sections of calcium silicate and No. 301 insulating cement in voids and cracks. Stagger section joints. Plush i with .two layers of 8 oz. glass fiber cloth saturated in high temperature lagging adhesive. After adhesive has set, apply one-brush coat of unthinned Arabol, or approved equal, lagging adhesive. Insulation shall be 3" thick. Insulate over and beyond flanged flex connections with slip-fit cylinders. At expansion joint, use k" thick- johns- Manville No. 219 asbestos millboard gaskets for 100 degree service. Lag expansion joint with Johns-Manville asbestos cloth or approved equal, minimum 3 layers at 1/4" thick. Install in such a way as to allow expansion joint to move. Provide metal shield over insula- tion per OSHA requirements. e. Welding: (1) Welding shall be done by qualified, approved welders. (2) Surface to,be welded shall be smooth, uniform, free of finds, laminate, tears, scale, slag, grease, paint and other deleterious material which might adversely affect the welding. (3) Quality of the completed welds shall conform to paragraph 6-0 Standards.of Acceptability, Non-Destructive Testing, API Standard 1104. Contra-.Costa County .., , Detention Facility VT _... J.:.kl�e�.k+S,•_^,'h.�§.i hv'5 =SAO�b'i^.FS �rt'+r7Y`SS-y.yyn �i`AG CRY "� •k ���u� m�,..,> n • I • POWER SYSTEMS I Section 16200--Page 43 Jenkins catalog numbers scheduled below. Valves of similar type furnished for this installation shall be of identical make and suitable for oil service. Valve pressure ratings are pounds saturated steam. Discs shall be as recommended by manufacturer for type of service. 1" and Smaller - 150 Lbs. Gate Jenkins 49-U Sall " 32-A Globe " 106-A Check " 762-A g. Solenoid valves shall be ASCO, 110V, 1 phase, 60 Hertz for operation with diesel oil. h. Testing: Entire fuel oil and lube oil piping system shall be pressure tested with i air under 150 psig pressure- for four hours. Any section of system showing leakage shall be promptly replaced or repaired and retested. 9. Engine Exhaust System: a. Provide exhaust system including exhaust . silencers, flexible connectors to engines, supports for exhaust silencers and exhaust piping up to silencers. c b. Residential grade exhaust silencer and flexible exhaust connections shall be provided. They shall be of a ,•size recommended by engine and silencer manufacturers to keep exhaust back pressure within limits specified by engine manufacturer. Suitable guards shall be supplied to protect personnel from accidental contact from exhaust manifolds, turbo-chargers, exhaust pipe, etc. * Engine exhaust gas temperature shall not exceed 10000F. for unprotected manifold. T Contra Costa County Detention Facility a ���z�0�h Tai �.� _.,` r .�`��r =•;�+ ,�? t h`c r ,�.a,.x * ; .< !..r' ,.�.,..' �,. POWER SYSTEMS Section 16200--Page 42 (4) Lines and fittings shall be cleaned prior to final assembly and flushed out after assembly. (5) Auxiliary drain systems, such as exhaust condensation, waste fuel, and oil condensate, shall be as shown. e. Day Tanks and Accessories: (1) Tanks Provide where shown, diesel fuel oil day tank wall mounted, 50-gallon capacity, material and installation conforming to NFPA Pamphlet No. 30. Tanks shall be fabricated to ASME specifications. Fuel oil tanks shall be tested at factory with air, 5 psi. minimum pressure, using soap suds to check seams for tightness, Tank fittings shall include fill, vent, gauge, and outlets, sized as indicated or required to fit the equipment being installed. (2) Screened Vent Cap: Buckeye #735, lk". (3) Float Switch: Float switch shall have 4 contacts to close or open on high, high-high, low and low-low levels of oil in day tank. it shall provide a means to open or close. Solenoid valves in fill line and to initiate alarm in event of high-high or low-low conditions in day tank. (4) Paint:' , Exterioir •of tank shall be painted with coat of red lead and a final coat of high-quality, light grey enamel. f. Valves; 'Gate, ball angle,• and globe valves for services shall be Jenkins, Kennedy, Stockham, Hammond, Lunkenheimer Crane, or approved equal, and shall be equal to Contra Costa County Detention Facility t � � �� iyE t S k, S,'r. '' y t 1# �' ,.E 3s's.....�` "�-'_3 �"da`.sz u.`;; -c i..m r F * ;` `. ' 5i ' 1 F�:' ;' .isa� 3`;,.�' c '•5 'i+i;^ 'x.z POWER SYSTEMS Section 16200--Page 41 b. Engine shall be equipped with all pumps, filters, lines, etc. , necessary to supply fuel to engine. Engine fuel pump shall have adequate capacity to lift fuel at least 48". System shall include flexible fuel lines for connection to building fuel lines. 8. Fuel Systems a. Fuel system shall be designed to operate on Number 1 or 2 diesel fuel with a minimum lower heating value of 18,000 BTU/lb. , The requirement for fuel acceptability shall be recommended by the manufacturer. b. Extend the fuel supply from the day tanks to engine generator sets via supply and return lines. Provide fuel return system to day tanks which has a lift of 10 feet minimum. c. Aircraft standard flexible lines shall be used to connect the engine generator sets to the fuel piping. d. Pipes and Fittings: Pipes and fittings shall be provided for fuel oil systems, external to generator sets. (1) Pipe and fittings shall be ASTM A120, Schedule 40, black steel pipe. No galvanized pipe permitted. (2) Pipe and fittings shall be threaded and shall be installed with fittings drawn up tight. Threaded joints shall be made up with teflon tape. (3) Pipes shall be .rigidly mounted in such a manner .as ,to resist seismic damage and to avoid interference with normal activities in area. -Contra,Costa County x Detention Facility z, �..� POWER SYSTEMS Section 16200--Page 40 Naturally-Aspirated Engines Turbo-Charged Engines 115 psi. 195 psi. Engine piston speed shall not exceed 1750 feet per minute. 4. Governor (Engine-Speed Control) : Engine shall be equipped with suitable governor of hydraulic droop type with following characteristics: Stability - ± hS at any constant load from no- load to full load; Droop - 3% from no-load to full-load; Transient - 151 upon application or removal of full-load= Rei• %rery Time - A seconds upon application or removal .,f full load. Wood- ward Model PSG, UG8 or equivalent governor shall be provided. S. Engine Cooling System: Diesel engine shall be liquid cooled and shall be providad,with direct- mounted radiator and blower fan. Fan shall have special air foil blades for high frequency and low sound level generation. System shall be of adequate apacity to cool unit when operat- ing under conditions specified. Systems shall be equipped with all guards required to meet safety requirements of the State of California and all applicable agencies. Radiator shall be equipped with a duct flange for connection to an air discharge plenum as detailed on drawing. 6. Engine Air Supply: Engine shall be equipped with oil bath or dry type air cleaner system . sized as recommended by the engine manufacturer. 7. Fuel system for t2 diesel fuel, with unit metering type fuel injectors. Gear driven transfer pump, primary and secondary filters and fuel shutoff �.►alve. a. Fuel .system. shall meet applicable Federal and State exhaust emission standards. y Contra •Costa County Detention' Facility , J 5 - i'xi z a,�.� t2*S•i: .4 y i `,'S+t'' F t rtf:a �.a r .� i"��—'Ty�"`�il£�`.� �`' �S��`'�*' *` POWER SYSTEMS Section 16200--Page 39 e. Parts and Services Bids shall be accepted only on diesel-electric generator sets which can be properly maintained and serviced without causing purchaser to either carry expensive parts stocks or to be sub- jected to inconvenience of long periods of interrupted service because of lack of available parts. . Bidders shall have available 24-hour parts and service within a radius of 75 miles of generator set location. B. Diesel Engine and Auxiliary Systemss 1. Generals Engine shall be of full diesel V-12 compression ignition, four-stroke cycle, liquid-cooled type. Engine speed shall be 1800 RPM. Caterpillar #3412 with fan or equal as approved. 2. Engine Power Ratings Rated new horsepower of engine, at -generator synchronous speed, with all accessories attached, shall not be less than that required to produce the KW specified. Horsepower rating shall take into account generator efficiency losses. Engine shall be capable of producing this rated power continuously for duration of any power outage at SAE ` standard conditions Qf 500 ft. altitude and 850F. ambient temperature, or under operating e conditions stated above (whichever conditions . are most severe) . Engine shall operate on commercial grade of No. 2 diesel .fuel and no premium fuel shall be required. 3. Engine shall be naturally aspirated, turbo charged, or turbo-charged-intercooled as required. Engine brake mean effective pressure (BMEP) shall not exceed the following values when operating at full load and rated speed. , 4 Contra Costa County Detention Facility �� �+an,t- 3 h',��^"��s+ �id:a�'=-hey}4tars�,�, "a�''t "$L�"'��" a33 .�M*p,' ✓r� i ;•� \fi ��1 _ _,.,tea`, 4 yg.. :• ' °x"ix! ':' 's:..Sri'� i7 -:,k`, -.s'4''^,T` ; '.-_--.» '..^_Na.+.. POWER SYSTEMS Section 16200--Page 38 9. General Descriptions a. Generator set shall consist of a diesel engine directly coupled to an electrical generator, together with necessary switch- gear* controls and accessories to automa- tically provide continuous electric power for duration of any failure of normal utility power supply. Generator set shall operate at 1800 RPM and shall have the following characteristics: (1) 500 KW Capacity (625 KVA at 0.8 p.f.) . (2) 480V, 3 Phase, 4-Wire, 60 Hertz. b. Operating Conditions: Engine-generator set shall be capable of producing rated output under site conditions, which are an altitude of 50 feet, and a maximum ambient air temperature of 950F. c. Quality and Experience: Materials and parts of generator set shall be new and unused. Each component shall be of current manu- facture from a firm regularly engaged in in production of such equipment. Bidder shall submit with his proposal a list of three installations of emergency diesel- electric plants engineered by bidder, which have been installed within the past three years and are operating satisfactorily, and which use major components of same or similar type as bidder proposes to furnish. d. Warranty: Units and components offered under these specifications shall be covered by a 2-year warranty, for malfunctions resulting from defects in material's and workmanship. Parts to be covered entirely for 2-year period. iLabor js to be covered -entirely for first year and covered for 508 during second year. Contra Costa County � ' Detention Facility 4 Skd i ON POWER SYSTEMS Section 16200--Page 37 7. Provide calculations to demonstrate that equip- ment is capable of withstanding 0.5 "g" seismic force input in all directions. Calculations shall show if it will withstand the forces freestanding, or whether it must be additionally braced to floor and/or ceiling. Calculations shall cover at least the following: a. Diesel-generator set completes b. Exhaust silencer and stack assembly to engines c. Major piping= d. Exhaust plenum] and e. Fuel oil day tank, piping and vent piping. B. Acoustical Requirements: a. Isolate exhaust pipe hanger rods with spring hanger type HST or approved equal. b. Diesel-generator and support equipment, when operating per plans and specifications and tested in accordance with ARI Standard 575 "Method of Measuring Machinery Sound Within Equipment Rooms", shall not exceed 105 dBA. c. Maximum diesel-generator noise level trans- mitted to building property line from diesel exhaust outets and from diesel-generator louver faces shall comply with Noise Abate- ment and Control Ordinances. d. After installation, should equipment noise exceed specified limitations, contractor shall provide at his expense, necessary corrective measures to comply with speci- fications. _+ 't r Cbritra Costa County r Detention Facility k dw j POWER SYSTEMS Section 16200--Page 36 2. Interchangeability: Parts and components shall be compatible with each other and with plant as a whole. 3. Prevention of Rust: Apply a rust-inhibiting coating to survaces of ferrous metal. Coating shall withstand 200 hours of salt-spray fog test per Method 6061 of FS Standard 1141. 4. Painting: a. Exposed surfaces, except engine and high temperature exhausts, shall be primed and painted with manufacturers standard baked enamel. b. Surfaces shall be thoroughly cleaned prior to application of prime or finish coats of paint. c. Color shall be as selected from manufacturers standard colors. S. Operating Instructions: a. Qualified factory trained personnel shall supervise operation of specified equipment and instruct Owner's operating personnel during an operating period: b. A 20-hour instruction period of Owner's personnel at the site shall be started after acceptance of installation and. after operating and maintenance instruction books and service manuals,.have been submitted. c. At completion of oral instruction, ,provide ,Owner's representative with 4 sets-,of. operating instructions and 4 seta of complete parts list. 6. Diesel-generator equipment'includinq piping, duct, and silencers. connected to'`generators, oil coolers, battery racks and controls, shall be rigidly re- strained to accept 0.5 "g" seismic forces acting in . any direction without permanent displacement, and equipment shall retain operable." See drawing details for anchoring requirements. .' t: rCont`ra Costa County } 7tDetention Facility a� a POWER SYSTEMS Section 16200--Page 35 2. Interlock covers of combination starters with operating handle providing access to inside of enclosure only when disconnect is in "OFF" position. Provide means to attach three pad- locks for locking external operating handle in either "ON" or "OFF" position. 3. Provide red colored "RESET" button in cover of magnetic starter. 4. Provide and secure wiring diagrams correspond- ing to motor and control wiring of associated equipment on inside of each magnetic and com- bination starter. 5. Manual starter shall have means for externally- locking, operating mechanism in "OFF" position. 6. In general, mount starters in NEMA i enclousres. Mount starters outdoors and indoors -in damp or wet locations, as follows: In NEMA Type 4 enclosures up to and including size 4 starterst starters larger than size 4 in NEMA 3R enclosures. 7. Manufacturers: General Electric, Westinghouse, Square D, ITE, GTE-Sylvania, or approved equal- modified as specified. Individually mounted starters shall be of same manufacture and quality as motor control centers. 2.12 STANDBY DIESEL GENERATOR A. Generals ; . 1. Nameplates,: Each major component of equipment, including generator, silencer, governor, starter, control panel,' battery charger console, etc., shall have manufacturer's name, address, catalog number, model and serial number, •style . and type, volts,, amperes, watts, capacity, rating, etc. , as applicable, on a plate securely and conspicuously attached to equipment. , +=a Contra Costa County Detention Facility R 4� ;.4..EC wJ fX. "'?"' � ,i' `_.r• ,y:t,. ,"?-- • I POWER SYSTEMS Section 16200--Page 34 (3) Provide H-O-A selector switches as shown on drawings. Each selector switch on controlled devices shall have parallel, electrically-isolated contacts wired for annunciating when switch is placed in "HAND" or "OFF" position. (4) Provide a nameplate for each button, pilot light, and/or selector switch position. (5) Provide means of preventing accidental actuation of any pushbutton. (6) Color code "START" buttons black and "STOP" buttons red. (7) Provide removable pilot light color caps to designate starter condition, as follows: COLOR CAP CONDITION Red Closed Green Open (8) Manufacturers: Motor control centers shall be General Electric #7700 line, Westinghouse Type "W", Square D 08999 class, GTE-Sylvania SuperCenter, ITE or approved equal, modified as .specified, J. Individually�Mounted Starters 1•. Each motor, except where noted, shall be provided with a starter conforming to above requirements. Individual starters for motors where shown on drawings shall be fused or unfused switch combination type as indicated.- Size switch , and fuses as indicated or as required for load controlled if not indicated.. �ASP GContra Costa County .� Detention Facility 7.t, 2 < ifM "k`t3V. { w-t't�3 c�'k ? €,4'ea. t. ?'9 i.3� �>4 a''i ax 'gv�.",ia-' ji .{ S� ov'*tin, "^�^-.� +'4, -�'' 6, POWER SYSTEMS Section 16200--Page 33 MAX. H.P. (3 PH.) STARTER NEMA SIZE 460V 208V 0 5 3 1 10 7h 2 25 15 3 50 30 4 100 50 5 200 100 6 400 200 Minimum size starters in motor control centers shall be size 1. Minimum size of individually-mounted starters shall be size 0. c. Overload Relayss Provide starters with thermal trip and manual, reset-type, overload relays having inverse time-delay characteris- tics and interchangeable heater elements. Size overload heaters in motor control centers, per ratings for enclosed starters. Provide starters with overloads as follows: VOLTAGE NO. OF OVERLOAD RELAYS 115V, Single-Phase 1 208V, Three-Phase 3 460V, Three-Phase 3 d. Pushbuttons, Selector Switches and Signal Devices: (1) Provide standard-duty pushbuttons, selector switches, and pilot lights , . for mounting in cover of starter enclosure for starter through size 3 and heavy-duty for size 4 and larger. Pilot lights shall be transformer type. (2) Remote selector switches, pushbutton stations, and pilot lights as required shall be heavy-duty type, mounted in separate enclosures. Contra, Costa County d; Detention Facility 4� POWER SYSTEMS Section 16200--Page 32 g. Sufficient fuses for 1 complete replacement of all fuses furnished with equipment under this Section. 7. Starters, Controls and Signal Devices: a. General: Assemble and internally-wire starters, selector switches, pushbuttons, signal devices, and motor control equipment in accordance with applicable requirements of NEMA and the National Electric Code. i (1) Except for manual starters, individually- mounted starters shall be breaker, combination type. When mounted in motor control centers, starters shall be motor circuit protector breaker, combination starter type. Magnetic starters shall be single-speed, nonr- reversing, full-voltage, across-the- line, except where otherwise specified or called for on drawings. (2) Provide manually-operated motor starter for motors 1/,2 H.P. and less, which are not controlled automatically. Other starters shall be magnetic. Size 00 starters are not acceptable. (3) All three-phase magnetic starters to be combination type with Modular Overload Relay (MOR) for signaling phase failure, phase unbalance and also. to sense phase to fault relationship and detecting low level ground fault protection. Use Westinghouse MOR cat. #PUA'M. b. Starter Sizes: Provide starters with one N.O. electrical holding interlock, under- voltage protection and minimum two additional auxiliary contacts (one one N.C.) within same enclosure. Provide NEMA size starters, as follows: Contra Costa County Detention Facility h,"�.i�: " a�' " e;'�•T "� �.�y�,�f�,�'��3,`' , a POWER SYSTEMS Section 16200--Page 31 c. Isolate vertical buses by insulating barriers in front and rear with openings for stab-in connections and arranged for inspection from the front. Capacity shall not be less than 300 amperes per phase. Phase relationship ow stab-in terminals of back-mounted units shall be same as front-mounted units. d. Ground Suss Braze or bolt, as approved, ground bus at two points in each section and strap between each section. Bus capacity shall be minimum 25% of main phase buses. 5. Incoming Line Compartmentz Incoming power feeder shall be as shown on drawings. Provide cubicle or pull box for incoming feeders where required by construction of motor control and/or location of incoming feeders. 6. Spare Parts: Spare parts for motor control equipment furnished under this Section shall include: a. One set of power pole con$acts and coils for each 6 or less of each size of motor controller. b. One auxiliary contact unit or 1 set auxiliary contacts for each 6 or less motor units. c. Two sets of arc chutes for each type and rating of magnetic contactor, if separate device. d. > One set of overload heaters for each size motor. e. Sufficient lamps for 2 complete replacements of all indicating lamps furnished under this Section. f. Twelve indicating-lamp assemblies complete with transformers and color caps of assorted colors as directed. Canna Costa County Detention Facility �5.. _.�`_. �.,.,�•ni�t> ,, ,s�: ..�a 9-r.�T,.'t�. .. >,t_ _ .�;amu. _.. .__._.....,•.. as_ .. _ _ 2.,� �..c .... .. ., ? . ,. I . POWER SYSTEMS Section 16200--Page 30 (4) Rear Removable Plates: Sectionalize rear plates for ease in removal on free-standing motor control center. (5) Nameplates: White-on-black laminated plastic or anodized aluminum on door of each control unit identifying item controlled and in center of each control center assembly at the top rim identifying center. (6) Cover any unused spaces in control center by blank plates. These spaces shall be readily available for future use. 3. Components: Combination starter units shall be of the types described hereinafter. Units shall be completely draw-out type in sizes' 1 and 2. Sizes 3 and 4, full-voltage, non-reversing units shall be draw-out type after disconnecting power leads only. Units over three spaces high may be bolt-on type. Provide a positive-guidance system to assure proper alignment of power stabs in dead-front openings in vertical power bus. Stab-in power clips shall be type that will increase pressure on faulted circuits. Include other units in motor control center as shown on drawings. 4. Bus: Provide continuous horizontal and vertical buses, as follows: a. Buses shall be'Alstan 70 electro tin plated copper supported by molded glass polyester insulators. b. Horizontal main buses in compartment at top (or bottom) of vertical section shall be of capacity shown on drawings but not less than 600 amperes per phase, and isolated from wiring troughs and working areas. Arrange buses for future extension. Contra Costa County Detention Facility r 4f" 3 'llt k .7;...,.w.V POWER SYSTEMS Section 16200--Page 29 2. Structure: Motor control centers shall consist of free-standing, vertical dead-front sections joined together to form a NEMA Type 1, enclosed, control assembly with busses, channel-iron sills, lifting angles, and high-stressed, ASTM Grade 5, zinc-plated bolts , and Belleville washers, identified by Gold-anodized finish. a. Clean each panel before painting, apply a rust-resisting, baked-on prime coat and a final coat of light gray enamel. b. Fabricate each vertical section from shaped and reinforced steel, formed unit compartments, complete with horizontal and vertical wiring troughs with front doors, rear removable plates, nameplates, and provision for adding future sections at either and, as followss (1) Unit Compartmentss House each starter, or other control unit in an individdal compartment separated by steel barriers. Provide an individual front door for each unit compartment. Mechanically interlock unit doors of starter and feeder units with unit disconnect devices to prevent opening door when energized. Provide interlock bypass means. Arrange external unit disconnect's handle to permit lock- ing disconnect device in "OFF" position with at least, 3 padlocks] provide for padlocking in the partially withdrawn position. Handle shall indicate "ON" and "OFF" with door opened or closed. Provide means to reset overload relays from outside the enclosure. (2) Horizontal Wiring Troughs: Locate continuous, horizontal troughs at top and bottom of each vertical seciton. (�) Vertical Wiring Troughs: Provide verti- cal troughs for wiring to unit compart- ments complete with suitable wiring clamps. "Contra Costa County Detention Facility � ' `' ye2a'?A �n•r � a F'��e`$r�9s�cv._.,i.. k. _s. .9..'�`MR�;?3C�a:Y:v`:��6 �Te��'�..'*', .,�2�. ..., �i...Q POWER SYSTEMS Section 16200--Page 28 H. Fuel Fill Alarm Systems Provide power supply, install devices and equipment, and wire for code- required, fuel-fill alarm systems on fuel day tank as indicated. I. Motor Control Centers 1. Provide motor control centers consisting of vertical sections, joined together to form a rigid, free-standing, completely dead-front, NEMA Type 1, enclosed, control assembly, not less than 7'-6" high and 20" deep in accordance with latest NEMA and IEEE Standards. Units shall be designed to permit future additions. Dis- tribute power by means of a continuous copper bus. Pro- vide channel iron sills and lifting angle to facilitate installation of control center. Motor control centers shall be suitable for mounting against wall or free-standing in one line, or back-to-back. Equip each motor control center with an incoming section and combination type starters as shown. Manufacturer's standard to be modified and provided with facilities as specified. a. Horizontal and vertical bus bars shall be braced for 35,000 RMS symmetrical amperes, or as shown on drawings. b. Incoming line feeder conductors 'shall consist of cables. c. Motor control center shall be NEMA Class 1, Type B. d. Provide motor control center with removable plug-in units and the followings (1) Unit load terminal board for each starter size 3 and smaller. (2) Unit control terminal board .for each starter with one set of spare terminals. e. Furnish overall .dimension drawings, and diagrams of individual units. .Corktra Costa County Detehtion Facility POWER SYSTEMS Section 16200--Page ,27 operator, and with reset device accessible without opening enclosure. Provide G.E. GR1062, Westinghouse 8100, GTE Sylvania Bul 6002-CM, or approved equal. F. Elevators: 1. Conduit and cable 480V, 3-phase, 3-wire, 60 cycle, power from emergency source to elevator controller equipment, West. 2. Conduit and cable 480V, 3-phase, 3-wire, 60 cycles, power from emergency source to elevator controller equipment, East. 3. Conduit and wire for separate 120V, single- phase, emergency circuit, located in elevator machine room for each elevator cab for lighting, ventilation, etc:, of elevator cabs. 4. Lighting fixture switch and receptacle in each elevator pit. 5. Lighting and receptacles in machine rooms connected to 277V, single-phase, 501 lighting on emergency circuit. 6. 120V, single-phase, emergency circuit to.relay panel in each machine room for hall lanterns. 7. Conduit and wiring for' emergency sensing cir- cuits (control wiring from each elevator to corresponding elevator controller for automatic one-to-one control of each elevator cab iA case of emergency). Only one cab shall ,be operated during emergency condition. 8. Connection to elevator controllers and wiring and electrical work beyond elevator controllers will be done under Elevator Work. G. Notor. Operated Doors and Gates: Provide power , service disconnects and control wiring, key switches, as required. Motor, 'controls, limit switches and magnetic reversing contactors furnished under, other Sections but installed under this Section. vehicle sally part gate motor to be locally key controlled and pushbutton-operated' at,. central control. ~ Contra Costa County .4 :'_',Detention Facility � ,'•,.. �,� �'Sr ,. �a.3Y y.m�s ,'nL� "��� �t 0 t 3" >t T :1:D'1"'y"i..�,',s wy i��i s'�,'.w. ..,T:.ti „ �`: POWER SYSTEMS Section 16200--Page 26 D. Motor Control Devices and Wiring: 1. Control Devices and Wiring: Provide conduit and wiring for systems as defined under other sections of these specifications for proper sequence operations specified. Starters, relays, push- buttons to be provided and wired under this Section. 2. 120V Supplies: Wiring shall also include provid- ing 120V control power from building 208/120V panelboard or control transformers as shown or required. 3. Control Voltages: Control devices for 3-phase motor control circuits and single-phase, fractional H.P. motor control circuits to be 120 V rated minimum. Equipment such as E.P. relays, solenoid valves, damper motors, shall be carefully coordinated with other Sections. 4. Control Wiring--(For Plumbing i Sprinkler Systems): Certain controls actuating and signaling devices and panels are furnished under specifications for Plumbing Work 'and include the following general items to be wired under this Sections a. Flow switches and solenoid water valves; b. Aquastats (wired to circulating pumps and solenoids on hot water heaters) . c. Fire protection system; d. Pressure switches to control panels; e. Controls for domestic water system; and f. Hot water booster water pumps pressure system control and power wiring only. E. Manual Motor Starters: Provide for integral horse- power motors where no remote control is ,required, and only if manual operation i•s' specified or indi- cated. Equip with either pushbutton or toggle Contra Costa County Detention Facility x `�-; T �', NA POWER SYSTEMS Section 16200--Page 96 , 4. Demonstrate full capability of installation and readiness of various systems to respond to abnormal situations of varying types and degrees. K. Upon request by architect, manufacturer shall provide notarized letter certifying compliance with require- ments of this specification. Certification shall identify, by serial number, equipment involved, and shall be signed by Registered Professional Engineer. L. Switch will be group-mounted in common switchboard en- closures as shown on drawings. Switch shall be ASCO 940, or Russelectrie approved equivalent with options as shown or specified. 2.11 MOTOR CONNECTIONS AND CONTROLS A. Motor Disconnecting Switches: Where shown or required, shall be unfused except where,'otherwise shown on drawings. Switches shall be horsepower rated and of proper voltage and ampere rating for required motor and shall have proper number of poles required to open all ungrounded conductors. Switches for interior use shall have NEMA Type lA enclosures, except as otherwise shown or required. Switches installed where exposed to weather, in fan casings or plenums, and in kitchen, shall have weatherproof housing. Disconnecting devices shall be provided(where required) to comply with code requirements. Provide defeater mechanism to open switch on closed circuit. B. Provide manual starters for fractional horsepower motors, where no remote control�is required. - Toggle switches may be used for 'controlling` single-phase motors of 1/4 H.P. or less rating and equipped with integral thermal protection. Provide Square D, Class 2510, General Electric Type CR101, Westing- house "MST", GTE Sylvania Bul. 6002-RL, or approved equal. C. Control Stations: Not mounted in cover of motor starter shall be standard-duty units of required devices mounted-in NEMA Type l enclosure, except as otherwise shown-or required. Contra Costa County Detention Facility �<,..:�n x,K�- �t?�� '4'� "���''`�'S4i::i�.v€rl��^�i�"�i^,,-s. s_..,.�-+.-mac=..r�>.:t"aa �'�r�'".+"r�' c`i.w.'.'s,.�.�z"•�•,'i, t' ,,:_ a. . .. POWER SYSTEMS Section 16200--Page 24 F. Main contacts shall be silver-alloy, wiping-action type. They shall be protected by arcing contacts in sizes above 50 amperes. They shall be of flow-on configuration and of segmented or brush construction in sizes above 300 amperes. Operating transfer time in either direction shall not exceed one-sixth (1/6) of a second. G. Switch and relay contacts, coils, springs, and control elements shall be Vemovable from front of transfer switch without removal of switch panels from enclosure and without disconnection of drive linkages or power conductors. Sensing and control relays shall be continuous-duty, industrial-control type with minimum contact rating of 10 amperes. H. Automatic transfer switch - an overload or short- circuit shall not cause transfer switch to go into a neutral position. I. Provide test switch on door or trim of enclosed switches. J. Manufacturer shall allow a total of 3 working days minimum of technical supervision and operational training on site for purposes of supervising instal- lation, verifying performance of ATS's, making required adjustments and assisting during complete operational testing. participation by manufacturer shall include interpretation and analysis of test results, adjustments of ATS controls, etc. , and instructing Owner's personnel in operation and maintenance procedures. Training period shall be 1 working day minimum at site of installation. Ob- jectives of site test are to: 1•. Assure integrity of installation] 2. Assure that no shipping damage was incurred; 3. Verify that system design meets specified ' requirements, especially in areas which were , not tested during factory tests; and w1 Contra Costa County Detention Facility a Ra r `*W .-.F !- '' 1 Y.: ! (y.. 3w.: '^ti'+J.•.�� C11; 7' 'C 3� 't � a• C_ POWER SYSTEMS Section 16200--Page 23 relay setting. Affected loads shall be transferred to standby source automatically as soon as emergency source voltage and frequency are 908 of rated when normal voltage is 92-958 of rated voltage, automatic transfer switch shall retransfer load to normal source automatically. Provide adjustable (0-20 minutes nominal) time delay on retransfer to normal and adjustable time dealy (5-10 minutes nominal) on transfer to emergency. B. Transfer shall be initiated at such time as will insure that connected loads are subjected to no more than normal starting duty surges. To perform these functions, provide a solid-state, integrally-mounted variable-window in-phase monitor. C. Automatic transfer switch shall provide dry contacts as follows: 1. Contact to close on loss of normal power. 2. Contact closed when switch is in normal posi- tionl open when switch is in emergency position. 3. Contact closed when switch is in emergency positions open when switch is in normal position. D. Where transfer switch contains a neutral conductor, switch shall have fully-rated, neutral-transfer contacts driven by the main operator which may momentarily •(100 milli-seconds maximum) interconnect neutrals of the two sources during ' transfer/retransfer operations. E. Automatic transfer switch shall be mechanically held, electrically-operated type, and suitable for continuous duty in unventilated sbeetmetal enclosure without derating. Transfer switch shall be inherently double-throw so both sets of contacts move simul- taneously when switch is transferring. Transfer switch shall be mechanically interlocked to epsure only two possible positions--NORMAL or EMERGENCY. Contra-Costa County ' Detention Facility t'Y .z`+,..h; a:.'x4. "'4°' t y t 'i �t. i ky ?,+,•-ht 's 2'#�c'`� 796 A zE i�: i' �`a, n•,-a...'.-2_ +rod', _ > ?,YZ;. +�k ;"�- c. `',��'",'.s',J ivy 5+: POWER SYSTEMS Section 16200--Page 22 in 0.15 second or less. Fuses shall be equal to Bussman Type KRP--C "HI-CAP". C. Current-limiting fuses with suitable operating charac- teristics shall be installed in series with individaul or groups of circuit breakers when the available fault- current exceeds the rating of breakers, or specified. D. Each safety switch and each circuit of power panels and main switchboards which are fusible shall be equipped with a fuse nameplate mounted on the inside of fuse enclosure. Nameplate shall be of laminated red and white phenolic with 1/4" high white letters on red background. Nameplate shall read "DANGER-- REPLACE ONLY WITH (NANUFACTURSROS MANS, FUSS TYPS, Fuss sxzs) HIGH INTERRUPTING CAPACITY, CURRENT LIMITING FUSES". E. Spare Fuses: Upon acceptance of electrical distri- bution system, provide Owner with spare fuses and rack to hold same as follows: 3 fuses of each rating installed (minimum of three . ' Rack shall be mounted in back of sheet metal cabinet conforming to panelboard cabinet specifications. 2.10 AUTOMATIC TRANSFER SWITCHES A. Provide automatic transfer switch 600 ampere 480 volt 3-pole open type, suitable for mounting in sub distribution panelboard. Transfer switch shall be listed per UL Standard 1008 as a recognized component for emergency systems and rated for total system load. Full-phase protection shall be provided with at least one, close-differential relay. Upon drop in -normal voltage to 83-85• of rated rated voltage, and after a nominal 3-second time delay to override momentary outage; the automatic transfer switch shall signal the start of standby generator. Contractor shall coordinate with PG&E representative to confirm proper volt sensing Contra Costa County z g Detention Facility l � .. > �.-.'�s�' `x �-,�.;.t 3�a•�- _?;. POWER SYSTEMS Section 16200--Page 21 2. 220 degree insulation system with temperature rise not exceeding 150 deg. C. above 400C. ambient for 9 KVA and above. 3. Shall have BIL of 10 KV. 4. Sound levels, when measured per ANSI C89.1-2.7.3.4, shall not exceed the followings KVA dB 0 to 9 40 10 to 100 45 125 to 300 50 5. Design shall have a built-in vibration dampening system. 6. Terminal compartment shall be located in bottom of transformer to insure termination of cable leads in ambient temperature levels and to provide for side or bottom entrance of conduit. D. Manufacturerss Westinghouse, General Electric, GTE Sylvania, Sorgel, or approved equal. 2.9 FUSES A. Generals Provide fuses of size indicated on one-line diagrams and schedules. All fuses shall be of same manufacturer, Bussman, or as approved, and shall be installed in panels, switchboards, or fused safety switches. Manufacturers of electrical equipment shall coordinate fuses with switching devices and submit recommendations including curves and calcula- tions for a selective/protective system. Calculations shall be based on interrupting capacity specified. B. Fused circuits rated 601 amperes and larger shall be protected by time-delay, current-limiting fuses listed by UL, to interrupt 100,000 amperes, RMS symmetrical. These fuses must hold 5 times rated current for mini- mum of 4 seconds, and cl'ear, 20 times rated current Contra Costa County Detention Facility a«a s.zs'1F;� .":. i ,,,.. } Rn.. .eke'} t,. - _ I POWER SYSTEMS Section 16200--Page 20 F. Closure plates, min. 12 gauge, shall be provided for both sides of floor or wall penetrations and 1-1/2 pound density fiber insulation shall be provided for filling the space between. G. Manufacturers: Westinghouse Type "POW-R-WAY", General Electric Co. Type "ARMOR-CLAD", ITE or Square D Type "I-LINE", GTE/Sylvania "XL-X". 2.7 GROUNDING A. Ground wire shall be insulated green copper wire or bare soft drawn copper in concrete slab or as shown. B. Ground plate in PG&E vault and in main electric room: 1/4" x 3" x 24" copper bar. 2.8 -TRANSFORMERS FOR 208/120V DISTRIBUTION A. General: Provide dry-type transformers for indoor use with primary and secondary voltages, 3-phase, 4-wire, as shown. Transformers shall be built in accordance with Standards of IEEE, ANSI, NEMA, and shall be UL listed. Certified data sheets shall be submitted prior to fabrication of transformers. Neutral and equipment grounding shall be in accord- ance with applicable codes. B. Transformer Taps: 1. 3-phase, H.V. 480V, with 2 8 5% FCSN taps to L.V. 208/120V, 60 Hertz for 3 thru 15 KVA. 2.' 3-phase, H.V. 480V, with:two 2ht" FCAN taps and fourj2N8„ FCSN taps to L.V. 208/120V, 60 Hertz for 30 KVA and above. C. Transformer Insulation: 1. 185 degree insulation system with temperature rise not exceeding 115 deg. C. above .40 .deg. C. ambient for 3 to 6 KVA., 4 Contra Costa County Detention Facility. . v �� ��' r=ya+4 GRc^ �` 'w�..���2��;k�5, F'��f b'�' _ '�, �. ,.. ,,_•,„� `�.b �31au: POWER SYSTEMS Section 16200--Page 19 copper conductor bars as shown rated for 480/277V, 3-phase, 4-wire with ampere ratings as shown and provided with necessary fittings, devices and acces- sories. Material and "installation shall comply with applicable code requirement, recommended practices and standards of ANSI, IEEE, NEMA, and UL listed. Arrangements, details, and locations shall be as shown. Sections shall be in 5' 1"thsi to permit installation ease-in close restricted area allowed. Do not suspend from hung ceiling. possess sufficient mechanical strength and rigidity to safely withstand short-circuit stress without damage or permanent distortion to conductors or housing. B. 'Enclosure shall be fabricated, phosphatized sheet metal and be welded or bolted assembly, full length of bus- way. Hardware shall be cadmium plated or otherwise suitably protected to resist corrosion. Enclosure shall be painted with ANSI-255.1 No. 49 gray enamel. C. Sus bars shall be copper as shown on Contract Docu- ments. Copper bars shall be formed from electrical- grade copper. Bus bars shall have butyl, or approved equal, sleeving insulation their entire length except at joints. Both butyl and joint insulators shall be in accordance with IEEE Class 105 degree material. Bus bars shall be electro-plated at contact surfaces. Maximum temperature rise at any point in bus-way at continuous rated load shall not exceed 55 Deg. C. above maximum ambient tempera- ture at 40 Deg. C. D. Joints shall be One-bolt type which can be checked for tightness without de-energizing bus-wary length. • It shall be possible to assemble a joint with access only to oneside. Belleville springs shall be used to give positive pressure over complete contact area. Entire bus-way system shall be polarized. Every joint must be accessible. Joints shall be 'torqued in accordance with manufacturer's requirements. E. Supporting members, ceiling,and wall flanges,fire stcp,and other accessory parts shall be furnished phosphatized and primed to be painted at the jobsite. ti r. Contica Costa County Detention Facility r ,, ,g i ,i,.a;, e,.�.,..*a�q-1.,.�'�;.��r+y.r � w. � l, 3Y�„�7�.syFL,�r>� �`•3' �, '�s ;. � �t�[t+I� . ! t..kF.S' 's a xisi�•lt$E x "Z`g .E3*. i mss..':.t i 'r,a-..'.:. POWER SYSTEMS Section 16200--Page 18 as indicated in schedules on drawings. Panel- boards shall be equal to Westinghouse Type "WEHB" with "EHB" breakers. 3. Distribution and power panels for' 277/480V shall be of circuit-breaker type equal to Westinghouse Type "CDP" as specified on drawings. Circuit- breaker type panels shall contain number of breakers with trip setting, poles, and interrup- ting capacity as indicated in schedules on draw- ings. Panelboards shall be equipped with solid neutral bar where required and contain number of devices as specified in schedule on drawings. 4. Bus jumpers shall not be allowed. All breakers to be bolted directly to main bus. Circuit breaker connection points shall utilize threaded steel inserts pressed into the individual phase busses to minimize "stripping-out" problems:. The dead front panel door shall have an extruded aluminum permanent numbering strip. Panelboards shall be braced and labeled as suitable for 10,000 RMS symmetrical amperes. 5. Power, lighting and utility panels for 120/208V shall be circuit-breaker type unless otherwise noted on plans. Panelboards shall be equal to Type "BIOS" with Type "BA" breakers. Multiple pole breakers shall be of interrupting capacity and number of poles as indicated in schedule on draw- ings. Panelboards shall be equipped with solid - neutral bar where required and contain number of breakers as specified in schedule on drawings. 6. Manufacturers: General Electric, Westinghouse, ITE, GTE("NBQ") Sylvania, or Square D. 2.6 BUS DUCT - SERVICE A. General; Provide complete service bus ducts of low impedance type, non-ventilated, with silver-plated Contra Costa County " ' • natention Facility k "A M puN i 4`5N, i' j x nyY y w ` g Ix " 4 POWER SYSTEMS Section 16200--Page 17 B. Cabinets: Provide panelboards with recessed or' surface-mounted cabinets, as shown. Cabinets shall be constructed of required gauge galvanized steel trim and gutter spaces not less than 6" top and bottom, and not less than 4" at sides. Provide adjustable mountings for panel. Manufacturer shall paint trim and outside of surface-mounted cabinets with one primer coat and two coats of gray enamel. Fronts shall include doors and have flush, brushed cast or stainless steel, cylinder tumbler type locks with catches and spring-loaded door pulls only in finished areas. Flush lock shall not protrude beyond front of door. Panelboard locks shall be keyed alike. Fronts shall have adjustable indicating trim clamps which shall be completely concealed when doors are closed. Doors shall be mounted by completely concealed steel hinges. Directory card shall provide a space at least 1/4" high x 3" long or equivalent for each circuit. Directory shall be typed to identi- fy load fed by each circuit. Fronts shall be of code gauge, full-finished steel with rust-inhibiting primer and baked-enamel finish. C. Individual units of panelboard shall be removable from the front. Engraved nameplates stating panel- board designation, voltage and phase characteristics shall be attached to each unit. Emergency cabinets to be provided with wiring space as required by code for "feed-through" and tapping. D. panelboards: Panelboards shall be supplied for the following: 1. 120/206V utility panels feeding underfloor conduit systems shall have sufficient knockouts at bottom to gutter apace between floor and'pan6l cabinet. All phase bus-bars shall be individually encapsulated with a suitable insulating material to minimized, accidental contact or fault communi- cation. 2. Lighting panelboards for 277/480V shall be of circuit-breaker type with 277V breakers, single pole and 3-pole of interrupting capacity and trip Contra Costa County t y^Ptention Facility ^ t a y 5ltn.$'n*sElFars��..*'�4a�*,.� �:�vu �?' a p ; :�'"p�.' ro tM, '-.�•'.:� �"5 .rt , POWER SYSTEMS Section 16200--Page 16 6. Nameplates shall be provided as designated for "Main Service Switchboard Assemblies". 7. Panelboard assemblies shall be mounted on and secured to floor or wall for stability. Provide required items such as shims, to achieve a level installation. Equipment shall be capable of accepting seismic forces of 0.5 "g" acting in any direction without permanent displacement of equipment from installed position. Refer to seismic restraint details as shown. 8. Manufacturers: General Electric, Westinghouse, ITE, GTE Sylvania, or Square D. 2.5 PANELBOARDS AND CABINETS A. General: 1. Provide dead-front, circuit-breaker. type panelboards with number of single-, double-, and triple-pole breakers as indicated on panel schedules. 2. Circuit breakers to be thermal magnetic, quick- make/quick-break, trip-free, with "ON-OFF" and "TRIP" positions. 3. Provide means to padlock 158 of the circuit breakers in open position. 4. Padlocks will be by others. 5. Provide circuit identification and/or adjacent to the branch circuit breakers. 6. Bus-bars shad be full capacity silver-plated copper sized on the basis of 800 amperes per square inch cross-sectional area. 7. Arrange single-pole breakers in 3-phase, 4-wire panelboards and connect�to the main bus so that any three adjacent breakers are connected to phase A, B, and C, respectively, and -that same relation- ship of phase sequence 'is maintained. 8. Active circuits to be,recor4ed on panel directories spelled out to each •served—do not list on directory as 'receptacle or, lightingonly. w Contra Costa County Detention Facility V�u � �5 POWER SYSTEMS Section 16200--Page 15 B. Applicable Standards: Panelboard equipment shall be designed, tested, and assembled in accordance with applicable standards of UL, ANSI, IEEE and NEMA. C. Equipment Design: ' 1. Bolted and welded frames and insulating blocks shall be provided to support and brace all buses for stresses due to maximum available short- circuit current but not less than 72,000 amperes symmetrical or as shown on drawings. 2. Main horizontal buses and bus connections between bus and switching devices shall consist of full capacity silver-plated copper of sufficient size to limit temperature rise to 650C. over 250C. ambient, but not less than 1000 amperes per square inch up to 1000 amperes and 800 amperes per square inch above 1000 amperes. Bus connections shall be bolted. Main horizontal bus shall be' fully rated over its entire length. 3. Breakers shall be dead-front, 3-pole, quick- make/quick-break. They shall be provided with an external operating handle, with provisions for padlocking handle in "ON" or "OFF" position. Breakers shall be mounted with operating handles below 72" above floor. 4. Panelboard sections shall not exceed 36 inches in width. Acceptable barriers shall be placed between adjacent sections of panelboard and all openings in barriers for bus bars shall be closed with snug fitting, acceptable non-hygroscopic arc resisting material. 5.' A full capacity.eopper neutral bus shall be provided. Provide separate ground bus 1/4" x 3" in each panelboard section. Incoming and outgoing conduits shall be connected.'to ground bus by means of grounding bushings and bare grounding cable. Ground ' bus shall be thoroughly bonded to panelboard. " Contra Costa County ' Detention Facility ' (,3<7 POWER SYSTEMS Section 16200--Page 14 18. Nameplates: Provide plastic laminate nameplates (red or black) with white characters on front panels for each item of equipment, switch, instru- ment, control device, etc. Nameplates shall be 3-1/2" x 1-1/2" x 1/8" thick with lettering engraved through the black surface, exposing white lamination beneath. 1 a. In addition, switchboard shall have one name- plate on front and one on back, as directed, to reads "DANGER--480 VOLTS". They shall be 2" high red letters on a white background. Switchboards shall also be identified using nomenclature shown on Contract Documents. b. Terminals also shall be identified so as to be easily visible. c. In general, lettering shall be 1/2" minimum height for titles, and 1/4" for instructions. 19. Copper cable lug connections to copper bus bar mains and branches shall use copper solderless connectors having either 2-bolt cast copper clamps or compression connectors, Thomas i Betts Series #54000 with manufacturer's recommended hexagonal dies and hydraulic compression tools. 20. Manufacturer shall be General Electric, Westing- house, ITB, GTE Sylvania, or Square D. 2.4 DISTRIBUTION PANELBOARD ASSEMBLIES A. General: Sub-distribution panelboards shall be arranged for group-mounted devices. Provide the fol— lowing: distribution panelboard :assemblies,: arranged as'shown. Use self-supporting panelboards, steel enclosed, safety dead-front type with required number , of formed and welded vertical panel sections shall be bolted, Use removable top and side steel plates of not less than 12 gauge, with openings for proper _ ventilation, if required. �._ * Centra Costa County �. betention Facility t y ti,., .. � �s-°`t tk� s,•$i.s�y t._ t'���?°� Y. �6�,��r"3?' u���',.�:y�7 �"R'� .,s�$:*a+� 3>�: i'i�€�'� '�3..y� F a POWER SYSTEMS Section 16200--Page 13 purposes of the ground-fault protection system. d. Monitor panel (one per switch) shall indicate relay operation and shall provide means for testing the system with or without interrup- tion of service, and must not permit ground- fault system to be inadvertently left in an inactive or "OFF" state. For this reason, monitor panel shall contain indicating lights pushbuttons. A ground-fault lamp (red) shall indicate when ground break relay operates tb trip the switch. Reset button must be pushed to reset relay before switch can be reclosed. A neon light shall indicate presence of control power, available for tripping. e. Ground sensor shall be installed for zero sequence arrangement with phases and neutral conductors through a window CT sensor for main and feeder switches. f. Ground-fault relays shall be mounted in auxiliary section of switchboard. Monitor panels shall be mounted on hinged panels of switchboard's auxiliary section. Provide necessary terminal blocks, control wiring, nameplates, etc. g. Each ground-fault 'relay shall contain an additional N. 0. contact. Contacts in each switchboard shall be parallel connected and terminated at terminal block. 16. Cleaning and Painting: Metal surfaces !shall be chemically cleaned inside and outside and bonderized or phosphatized and then prime coated and factory finished with ANSI Z55-1, No. 49 gray color. 17. Tools: Provide one set of any special tools required for withdrawing, servicing and main- taining circuit breakers, transformers, instru- ments, meters, etc. joift_0 Contra Costa County x§l Detention Facility "''.. e;v i..�.�''`2x.Y13`as�?3v 5 f.*. . ._._ _ .�li'�w`lI',y:::s,'`.f�sn�� �3;'"�`'��3i.'. i�4 � —2 _. ; k.Y^i. ..• - ,... POWER SYSTEMS Section 16200--Page 12 eliminates friction without pivot or jewels, shall meet ANSI Standards, and be accurate within 1% of full scale. Ammeter shall be G.E. Type AS-40, or approved equal. d. Ammeter selector switch rotary type, 3-phase, with modern round handle stationary and mov- ing contacts shall be faced with a thick layer of silver to insure low contact drop. Switch shall be suitable for ampere readings of each phase plus neutral. Ammeter selector switch shall be G.E. Type SBM pi approved equal. 15. Ground Fault Protections Provide ground fault. sensory relay (GR) system equal to G.E. "Ground Break", for each switch and located at rear of service section. a. Each unit shall consist of a coordinated ground sensor (CT) with integral test winding, solid-state relay to operate shunt trip circuit on the switch and monitor panel. b. Ground-fault selectivity between main and feeder switches shall be obtained by incorporat- ing a time differential between feeder switches or fused shunt trip breakers (600A and below) and main switch. Each feeder switch relay which senses the fault in its zone shall trip instantaneously corresponding feeder switch. Toobtain a complete selectively coordinated system, trip settings shall be coordinated with PG&E. c. Relay shall have continuously adjustable current pickup setting of 60-1200 amperes and continuously, adjustable time delay setting, from instantaneous (.03 seconds) to 1 seconds. Relay shall include a memory function to recognize and initiate tripping on intermittent ground,faults. Relay shall provide 2 independent output contacts each rated 5 amperes continuous and 30 ampere inrush at 120V AC control voltage. 120V AC voltage will be •used for control and testing Contra, Costa County , Detention Facility §abs:'-. ... ... �n:._c� i,.k,_,,.. ...a�5n.",�...Y,,..• a,=�s. � .�"'3., ,tL=k.4•,. ��'.& �£.•`� 4'L. �,. �''�,�uS`�+Y �". POWER SYSTEMS Section 16200--Page 11 transformers shall be designed in accordance .with ANSI Standards for appara- tus having "normal standard insulation". Current transformers shall be identified for polarity with standard marking or symbol, and shall be capable of carry- ing rated primary current continuously without damage to insulation. c. Wiring: Provide internal wiring for controls, equipment and accessories. Wiring shall be installed complete to terminal blocks. Control or other secondary wiring shall run in conduit or wiring trough, and shall be shielded from armored covering. Switchboard wiring equal and insulated for 600V. Wiring across hinges shall be constructed per extra flexible standards and so installed as to eliminate chafing, mechanical stresses, and sharp bends. Current transformer secondary wiring shall be not less than No. 12 AWG. 14. Instruments: a. Voltmeters shall be flush-mounted, 4-1/2" square face with 2500 dials. Instruments shall incorporate a suspension system that completely eliminates friction, without pivot or jewels= shall meet ANSI Standards, and be accurate within It of full scale. Volt- meter shall be G.E. Type AB-40, or approved equal. b. Voltmeter selector switch shall be rotary type, multi-stage with modern round handle. Stationary and moving contacts shall be faced with a thick layer of silver to insure low contact voltage drop. Switch shall be suitable for voltage readings from neutral to each phase and from phase to each other phase. Voltmeter selector switch shall be G.E. Type SBM or approved equal. c. Ammeter shall be flush-mounted, 4-1/2" square face with 2500 dials and rated for applicable transformers. Instruments shall incorporate a suspension system that completely Contra Costa County Detention Facility 4 r POWER SYSTEMS Section 16200--Page 10 (2) Transformers shall have insulation voltage class 600V. Voltage ratio shall be single phase, 480-120V, 60 cycles, and thermal rating 500 volt-amperes (minimum) . (3) The number of potential transformers shall be as required by the equipment installed and as shown per Contract Documents, and shall be connected as required. Potential transformers shall have an accuracy classification as determined by latest ANSI system accuracy classification for this type of apparatus and shall be suitable for burden imposed upon them. Transformers shall be identified for polarity with standard markings or symbols. Secondary shall be connected as required. Primary fyses shall be of the current-limiting type with acceptable disconnecting devices. b. Current Transformers: (1) Provide transformers as specified, and applicable ANSI and NEMA Standards. Transformers shall have an insulated voltage class of 600V. Current ratings shall be as required, 60 cycles, for the particular application. (2) In general, current transformers shall be of a design and type best suited for the particular application and of rat- ing as shown. They shall be designed to have mechanical and thermal ratings to withstand short circuit, stresses, and heating effects equal to interrupting rating of power circuit at particular applied voltage. Accuracy of current transformers shall be in accordance with latest classifications as established by' ANSI, and they shall-be selected for each circuit for burden imposed upon them. Insulation of instrument Contra' Costa County* Detention Facility ,d': ....'�_A. i?.'_''i,�.� "r..�.. �'.x�::�:k ,�.�t?:i^_�« s:s St � 'r,� ���?T'A?��• ..`? ���.� s 'Er.. �r � �,t�, k ., POWER SYSTEMS Section 16200--Page 9 9. Switchboard Groundings: Provide within switch- board enclosure a ground bus system consisting of a 3" x 1/4" minimum continuous copper bus bar thoroughly bonded to switchboard frame and frames or cases of equipment and be grounded as herein specified under "Grounding". Incoming and out- going conduits shall be connected to ground bus by means of grounding bushing and bare grounding cable. 10. Floor Mats: Provide black corrugated rubber switchboard matting without perforations for the front and back of switchboard, 30" wide and to extend 12" beyond each end of switchboard. Mats shall be standard gauge U.S. Rubber Co. , Style M-6000, or approved equal. 11. Size of Sections: Size shipping sections to permit handling through passages and doors 'shown. 12. Meteting Transformer Compartment for Utility Company's equipment shall be in accordance with PG&E and Western Utilities Electric Service Standardization Committee (WUESSC) requirements. 13. Control and Instrument Devices: Provide potential and current transformers required for instruments. Transformers shall be labeled with designation of meter served. Potential transformers shall be protected by, fuses. Fuse holders shall be located in readily accessible locations near source metered, and each shall be labeled with same designation as the meter protected. Control wiring, fused box potential leads, -disconnect plugs and terminal:. blocks, shall be provided as required', and shall be enclosed in metal wiring throughs with removable covers. Current shorting type terminal blocks shall be used in lieu of inaccessible shorting clips on current transformers, a. Potential Transformers: (1) Provide indoor potential transformers in accordance with this specification and applicable ANSI and NEMA Standards. z Co ntra Costa County Detention', etention Facility POWER SYSTEMS Section 16200--Page 8 for use on circuits having available fault currents of 100,000 RMS symmetrical amperes, rated 480V AC, and the ampacity shown. switches shall be equipped to detect a blown fuse condi- tion and instantly open switch contacts on motor circuits. Device shall give a positive indica- tion of which fuse has blown and lock open switch so that it can not be reclosed until fuse has been replaced. Contacts shall be parallel connected and terminated at terminal block. Switches shall be electrically actuated by a shunt trip coil which will open circuit in 8 Hertz (.134 seconds) or less. Main switches shall be capable of being opened from one remote location by breakglass station adjacent to switchgear room door. Label each breakglass station with white on red micarta nameplate reading "EMERGENCY BUILDING ELECTRICAL SERVICE DISCONNECT". Switches shall have 120V AC trip control circuit. Switches shall.be Pringle Type QA-CHC, Square D "Bolt-Loc" or approved equal. 5. Where drawings show "space", provide hardware as required for installation of future breaker or switch as indicated. Future breaker or switch shall match those being installed at this time. 6. Power and control wiring shall be provided- between relays, current transformers, and shunt trip devices. Power feed shall be obtained at each switchboard at 120V from a 480/120V step-down transformer equipped with primary "J"fuses in at suitable disconnecting device and secondary fuses in a suitable fuse block. 7. Provide a circuit designation nameplate for each switch and fuse unit. 8. Switchboard assemblies, both service and distribuion, shall be mounted on and secured to floor steel channels and level. Provide required items such as shims to achieve a level installation. Equip- ment shall be capable 'of accepting seismic ' forces of 0.5 "g" acting in any direction without permanent displacement of equipment from installed position. Contra Costa County Dept" ti 8'i cility - ttt n_ ' ,-r L. }�`�,,a 4� ✓ }''_ �v a,_,^sx" y sa�, s N "gas S 'y-�l�{ �a 'i':j`w4 Spy nY 1�� �`S .3°�G�Y�M�1`A�`3`i�r'S � �Sl�?;��{� 7'�y .•^'�� �°'a'}�cYi. +�4�. POWER SYSTEMS Section 16200--Page 7 B. Equipment Designs 1. Bolted or welded frames and insulating blocks shall be provided to support and brace all main switchboard buses for short circuit stresses up to 50,000 amperes symmetrical. 2. Main horizontal buses and bus connections between main bus and switching devices shall consist of full capacity, code spaced for silver plated copper of sufficient size to limit temperature rise 650C. over an average air temperature out- side enclosure of 25 deg. C. , but not less than one square inch per 800 amperes for over 1000 amperes. Main bus shall provide full capacity over the entire length of bus. Bus connections or joints shall be made with ASTM Grade 5 gold iridized over cadmium plated hardware, including Belleville or Conical ramp washers. - 3. Provide full capacity neutral bus with removable links for isolation. 4. Switches shall be bolted contact load break type with provisions for NEMA Class L fuses as shown and specified per Contract Documents. Bolted contact switch shall contain a stored-energy, dead-front operating mechanism which shall include a disc spring, compressed and released by the operating handle, to provide quick-position switching action independent of the speed with which it is operated. There shall be no move- ment of switch blades until spring-energy is released at and of operating stroke. Switch shall be closed by manual operating handle and open electrically by pushbutton or manually by mechanical pushbutton. Provide fuse adapter where required. Switch position shall be shown by target plates, visible from front �of switchboard, marked OPEN, CLOSED, CHARGED-CLOSED. The operat- ing handle shall be mechanically interlocked with fuse access door and' have provisions for pad- locking in OPEN position. Switches shall have an interrupting rating of 12 times continuous rating and shall have been tested per UL Standard 977, Appendix B, Class I; Switches shall be suitable y ;, Contra Costa County ~ i �##� Detention Facility si►u 1 R? ar POWER SYSTEMS Section 16200--Page 6 type with 50% ground bus, from transformer vault to corresponding 480/277V switchgear. Coordinate service buses with switchgear assembly connections. B. Fire barrier shall be in accordance with NFPA for Class A openings. 2.3 MAIN SERVICE SWITCHBOARD ASSEMBLIES A. Generals Mahn service switchboards shall be NEMA Class III Building Type and arranged for individually mounted devices in NEMA Class III assembly. 1. Provide service switchboard assemblies, arranged in accordance with details shown. Use self- supporting switchboards, steel enclosed, safety, dead-front type -- with required number of formed and welded vertical panel sections with steel di- viders between each section supporting and hous- ing specified instrument transformers, meters, switches, fuses, and PG&E metering facilities. Fastening between vertical panel sections shall be bolted. Use removable top and side steel plates of not less than 12 gauge with openings for proper ventilation if required. Provide bus compartment to fully separate bus assemblies on line and load side of main disconnects. Provide insulating sleeves for feeder runback conductors in bus compartment to prevent fault communication. Provide cable compartments which are to' be isolated from bus compartments with vertical barrier and,with ample space for cables and/or busways from above or below and easy access from hinged rear door. Manufacturer's standard switchboard to be modified to comply with requirements specified. 2. Applicable Standards; Switchboard equipment covered by these specifications shall be designed, tested and assembled in accordance with applicable standards of UL, ANSI, IEEE and NEMA. Switch- board shall also comply with applicable require- ments of Martinez, County of Contra Costa. < .x Contra .Costa County etenti n Facility a may? POWER SYSTEMS Section 16200--Page S 6. Spare Parts Data: Submit spare parts data for each different item of equipment listed. Data shall include complete list of parts including current prices and sources of supply. F. Provide seismic calculations as required to assure conformance to the 0.5 "g" force minimum requirement. 1.5 PAINTING Where paint is chipped or otherwise removed in shipment or in installation, the area of exposed metal shall be cleaned and touched up to match original paint. 1.6 CLEANING A. Contractor shall continuously clean his work area, removing excess trash and maintaining a clean, -neat- orderly work area. Area shall be left clean when he vacates premises. B. Thoroughly clean equipment. Exposed parts which are not to be painted shall be thoroughly cleaned of cement, plaster, and other materials, and grease or oil spots removed with acceptable solvent. PART 2 - PRODUCTS 2.1 PROVISIONS FOR UTILITY SERVICE - PG&E TRANSFORMER VAULT A. Pulling-In Irons - 5/8" diameter rebar or as per PG&E drawing. H. Ground wire, soft drawn, bare copper. C. Ground plate 1/4" x 4" x 36' lg. copper (where shown) . D. Concrete inserts - Unistrut, or approved equal. 2.2 ELECTRICAL SERVICE A. Provide service bus duct, 480/277V, 3-phase, 4-wire, full neutral (copper) , totally enclosed feeder bus ':''Contra, Ccsta:,ca"ty Detention Facility F _0y*�, al. e x.t '1 3.w' .t {{�.{ '�i. �=� �jc,,j s x=vJa• 8t }„ s h.#� Y`�-. ts, ES:. v .S.- ` " Px,t ��=+`0.4Ybtt�u i.�� i.`.i�es� y�, 3.Y 41�a�L�r'f LF•k.R:_��fS,-? .i. Y.�}Y,� �7 V.?"'..�1�.� POWER SYSTEMS Section 16200--Page 4 E. For Diesel Generator: 1. Samples: If specifically requested. 2. Shop Drawings: Submit layout, wiring and detail drawings of equipment and fabrication drawings to scale together with list of materials and equipment to be incorporated in work. Layout drawings shall consist of plans, elevations and sections to show clearly the locations and size of major items of equipment and clearances for maintenance and removal of applicable components. a. Submit assembly drawings and manufacturer's drawings on major equipment. b. Key drawings to structural columns. c. Submit complete wiring diagram for entire system. d. After installation is complete, resubmit all shop drawings to indicate actual installed conditions. 3. Manufacturers Data: Manufacturer's specifica- tions data .and installation instructions. 4. Certifications, Calculations and Test Reports: As specified. S. Operating Instructions and Service Manuals: a. Contractor shall provide 4 complete sets of operating instructions and service manuals covering every,facet of the system including engine, generator, 'controls, fuel and lube oil systems, air systems, etc. b. Service manuals shall include complete main- tenance and servicing data compiled in clearly and easily understood form and in a durable binder. Data shall show all parts numbers for every piece of equipment and com- plete list of replacement parts. Cont•ra,Costa County . Detent. on Facility Yi 4l' t7 i 'KIV x POWER SYSTEMS Section 16200--Page 3 D. All items relating to PG&E transformer vault, includ- ing layout, grounding, supports, lighting and ser- vice bus ducts, shall be approved by PG&E. E. All charges by PG&E for items installed by them for which costs are incurred will be paid by the Owner. F. Drawings: Drawings are diagrammatic and show general arrangement of work. G. Capacities: Capacities shall be not less than those indicated and specified. H. Equipment and ancilliaries shall fit into spaces allotted and shall allow adequate and acceptable clearances for entry, servicing and maintenance. They shall be standard manufacturers' items. I. Materials and equipment shall conform to •publications referenced and other requirements as specified and shall be the products of manufacturers regularly engaged in the manufacture of such products. 1.4 SUBMITTALS A. As per Section 16010. B. installation drawings of PG&E vault layout as approved by PG&E. C. Complete and detailed shop drawings of service runs, connections to PG&E and to main service switchgear. Submit to PG&E and obtain their approval prior to submittal to Architect/Engineer. D. Coordination Study: Submit computer short circuit and coordination study including curves and calculations for a selective protective system from main service switch to last downstream 480V. and 208V. 'protective device. Base calculations on available I.C. of 35,000 RMS symmetrical amperes at the service switchboard bus. Study shall be made by Testing Agency. Cbitra:Costa County t Detention Facility L 77 y,. i �t Z,y+� y x t .S-r +kS ....,,�,:`:�3'[.:cii ...�.z-Rsi -Y2ic'h :Y�,,, POWER SYSTEMS Section 16200--Page 2 B. Related Work Described Elsewhere: 1. Refer to other Sections of Electrical Specifica- tions. 2. Refer to Mechanical Drawings and Specifications. 3. Refer to Architectural Drawings and Specifica- tions. 4. Refer to Structural Drawings and Specifications. 1.3 GENERAL REQUIREMENTS A. Utility Company: Pacific Gas and Electric Company (PG&E) . B. Service: 480/277, 3-phase, 4-wire, at PG&E trans- former vault. C. Building Distribution Voltages: 1. Power, Large Equipment - 480V, 3-phase, 3-wire. 2. Power Miscellaneous Small Equipment -- 208/120V. , 3-phase, 4-wire. 3. Lighting Fluorescent 480/277V. , 3-phase, 4-wire. 4. Lighting Incandescent -- 208/120V., 3-phase, 4-wire. 5. Kitchen Equipment -- 480/277V. , 3-phase, 4-wire, and 208/120V. , 3-phase, 4-wire, as indicated. 6. Emergency Power -- 480/277V. and 208/120V., 3-phase, 4-wire, separate generator. 7. Unless otherwise shown, motors shall be -- 3/4 H.P. and over --- 460V. , 3-phase 1/2 H.P. and less --- 115V. , 1-phase ,-Contra Costa County Detention Facility r 4q'", -. }£3xS,. ''C' `£' ''s.i 'a }'" POWER SYSTEMS Section 16200--Page 1 + PART 1 - GENERAL 1.1, SCOPE A. Work under this section consists of furnishing all labor, tools, and services necessary to provide a complete, proper, and substantial installation incidental to the execution and completion of all POWER SYSTEMS work, as indicated on drawings and specified herein. B. Applicable sections of 16010, General Requirements for Electrical Work, and Section 16100, Basic Materials and Methods, shall apply to this Section. 1.2 DESCRIPTION OF WORK A. The extent of work specified in this section includest 1. Conduit and wiring for PG&E service into buildings 2. PG&E transformer vault ancillaries complete as per PG&E requirements; 3. Service bus duct; 4. Service and main distribution switchgear; 5. Distribution panelboards; 6. Lighting and receptacle panelboards; 7. Motor control centers= B. Transformers; 9. Separately-mounted circuit breakers or fused switches] 10.- Fuses; 11. Standby diesel generator; 12. Automatic transformer switches; 13. Emergency-standby power system] and 14. Food service equipment. t , 'Contra,Costa County Detent�on Facility w , BASIC MATERIALS AND METHODS Section 16100--Page 18 insulating bushings Type "B" or Type "BL" for grounding bushings, as manufactured by 0-Z Electric Mfg. Co., or aproved equal. 3.7 INSERTS, ANCHORS AND FASTENINGS Provide inserts, anchors, and other required items for securing hangers or other supports required for electrical apparatus and equipment. Contra Costa County Dekntioa Facility. l S °�Y,4 ".+ A; ,�'"c"3 ao-• -ahr . 43 c.r y �i''- ASF is s ° `}- ih+:d'S23@ -a+"= ., '. BASIC MATERIALS AND f1ETHODS Section 16100--Page 17 } of lighting switches are shown together. Mount switches in multi-gang outlets with multi-device plates. Identify switch functions by brief description with engraved black letters in top of device plates above each switch, other than switches for lighting. Receptacles connected to the emergency distribution system shall be identified with an engraved red letter "E" minimum 1/4" high in top of device plate. B. Switches shall be installed at each switch outlet. Switches for various rooms shall be installed on strike side directly adjacent to entrance door as shown. C. Check the architectural drawings for door swings so all switches shall be located on lock side of openings. In general, locate switches 48 inches to center above finished floor, unless otherwise shown. D. Location of Wiring and Outlets Location of outlets shown on diagrammatic wiring plans shall. be considered as approximate. Before installing outlet boxes, pertinent drawings shall be studied and precise information obtained from schedules, scale drawings, large scale and full-size details of finished rooms, and shop drawings. It shall be understood that any outlet may be relocated a distance not exceeding 5' horizontally from location shown if required. Make any necessary adjustment of work to fit conditions for recessed fixtures and for outlets occurring in glazed tile, block terra cotta, marble wood paneling, or other special finish material, in order that all boxes may register flush with finish and shall be centered properly. In centering outlets, make due allowance for overhead piping, ducts, .window and door trim, variations in thicknesses of 'walls or other conditions which may be otherwise shown on small scale drawings. Outlets incorrectly located shall be properly relocated at no cost-to Owner. 3.6 INSULATING BUSHINGS Rigid conduit 1-1/4" and larger terminating in cabinets, pull boxes, panel boxes, and similar boxes shall have Contra Costa County Detenttan.EARility v +. { Cw. �'�'�.j£ 3���nS';� � � � S''a 'y��p,-_c h�{�y. � �at } e';,"�j.�,``•p�L_Y *.+r�"�EP ,*l + " BASIC MATERIALS AND METHODS Section 16100--Page 16 D. Cable Supports: Support riser cables within pull pull boxes in vertical conduit runs to meet Code requirements. Cable supports shall be basket type, as specified. Cable support boxes shall be basket type, as specified. Cable support boxes shall be constructed of Code gauge steel with removable covers secured by machine screws and shall be stiffened with heavy angle iron. Provide isolation barriers for different service origins. E. Code Color: 1. Conductors in sizes No. 4 and larger shall be color coded by means of color tape at each termination point and at each tap or splice. 2. Conductors in sizes No. 6 and smaller shall have color coded insulation throughout. a. For 208/120V System: Phase A - •Black Phase D - Red Phase C - Blue Neutral - White b. For 480/277V System: Phase A - Brown Phase B - Orange Phase C - Yellow Neutral - Gray Ground - Green F. Precaution shall be taken in running of switched legs on 277V lighting system so that wires of different phases are isolated in separate conduit and separate outlet box sections. G. In empty conduit, provide nylon cord with tensile ' strength of 100 pounds minimum. 3.5 WIRE DEVICE A. Mounting height of devices shall be as shown. Height indicates vertical distance from finished floor to centerline of device plate. Where a multiple of Contra Costa County nt*on Facility t *1 t t .�1Qi T� 1 ;' a -1 4 r 4 BASIC 14ATERIALS AND METHODS Section 16100--Page 15 a: During construction, provide temporary covers inside box openings to prevent entrance hfbeenein completedatter. Remove covers after plastering has in H.; Floor outlet Boxes: FOrexactivlocationdual uofifloor outlet concrete floors, verify provide boxes. Securely fasten box to concrete form, or ofpbov to temporary box cover during pour, adjust exact height of finished floor. Provide flush floor mounted cmxwenience outlets in floor loxes here for shown. Provide floor plates and nipple signal outlets. mounting of receptacles. telephone, 3.3 PULL BOXES Provide boxes where sown or rmorered to oelimit number of bends on power conduitper conduit run between ent of three 40° bonds (2700 total) p conductor pulling points, and in telephone conduit to not more than two 40 bends (1800 total) per conduit run between conductor pulling points- Install boxes so that covers will`be accessible after work is completed. 3.4 WIRE AND CABLE A. No conductors shall be insertedin anyoutracewayet untilis ' raceway system, including p completed and protected from weather, and construction c work in spae which is likely.to injuro conductors ' has been completed. n' B; Swab conduit``until'all moisture and grit is 'removed _. T` before-;any,conductors are pulled. Use 'of Code" , ? approved pulling compound on wire and cable to� se � pulling is acceptable. C. Use no wire smaller than No. 12 gauge for lighting and power branch circuits Unless otherwise. shown, . - size wiring for branch lighting ,for'a maximum Voltage. drop of 2B. Where .length of circuit is 100' or more,.. use #10 wire size.to ,first splice point. .p t Y Cot CoitA County Deten ty s� Y}.♦� .k t'� 'V� �r3� ai __t F ��i�l c. ��:t*c*- t•� j t Y s i. L'. :Pn ,2, BASIC MATERIALS AND METHODS Section 16100--Page 14 6. Sealing of sleeves Interior sleeves two full sizes larger than conduit served shall be packed with glass fiber insulation, minimum of 1-1/2 pound density and sealing with an acceptable mastic on exposed face. 7. Brass or bronze escutcheon rings with chrome finish shall be provided where sleeves and conduit penetrations are exposed in public occupied spaces. 3.2 OUTLET BOXES A. Unless otherwise specified, ceiling outlets serving individual fixtures and installed in plaster ceilings or concrete slabs, shall be 4" octagonal. Outlets in plastered walls for switches, receptacles, etc. , to be 4" square with plaster covers. Depth of boxes shall be as required, to accommodate the conduit, number of wires, splices, and devices to be installed (1411 min. depth) . B. Outlets for attachment of fixtures to be provided with fixture studs securely anchored to boxes. Outlets in glazed the walls to be similar to opening in the carefully cut so that opening will be amply covered by device plates. C. Junction boxes to be 40 .x 4" x 2-1/6" deep with flat metal covers, unless otherwise shown or required. Junction boxes above suspended ceiling for lighting shall be 4-11/16" x 4-11/16" x 2-1/8" deep minimum, to be installed'adjacent to recessed fixture in such manner as to be accessible through opening in ceiling in which fixture is installed. D. Outlet boxes in exterior concrete walls or exterior ceilings shall be field dipped in "Rust-O-Leum" or other approved rust inhibitor. For exterior work, provide weatherproof boxes. Such boxes shall be treated for use with rigid steel conduit, and shall , have cover gaskets to make boxes watertight. E. No outlet box or finish plate shall be recessed or set�in more than 1/8" from finish surface. F. Outlet boxes flush mounted in exposed block wall shall be installed at mid-center of block only. Contra Costa County Detention Facility ."SY 7 t00--V 3y-Vp ;° E4. ,�._ rtls'w:t?* .t ¢s.s BASIC MATERIALS AND METHODS Section 16100--Page 13 E. Flexible Metal Conduit (FMC).j Permitted for use in furred spaces to extend branbh circuit wiring and/or signal systems (3/8" min. size) where conditions and obstructions will not permit rigid conduit. Do not use where subject to corrosive influences. F. Flexible Conduits Used for off-setting lighting fixture circuits in furred ceiling spaces and at locations shown. Use malleable iron factory-preinsulated fittings approved as grounding connectors of squeeze clamp type with two clamp screws for sizes 1-1/2" and larger. Screw-in connector will not be accepted. G. Flexible Liquid Tight Conduit: Used for final connect- ions to motors regardless of their location. Use factory-preinsulated fittings of type as specified for flexible conduit. H. Sleeves: Lay out work in advance of pouring of slabs or construction of walls and furnish and set necessary sleeves. 1. Interior partition sleeves 16-gauge galvanized steel. 2. Sleeves in exterior walls and floors: Cast iron complete with pre-manufactured sealing rings and pressure bushings of proper size. Keep pressure bushings accessible for future tightening. Use galvanized steel membrane clamps where sleeves penetrate through vapor barriers or membranes. 3. Sleeves through floors: Extend 6" above finished floors and 6" below unless otherwise shown. Sleeves for future use shall be capped. 4. Sleeves in electrical riser closets: (Capped) Extend 6" above and 6" below finished floor. 5. Sleeves .through roofs: Shall be sheetmetal flashings with sloping flanges between two layers of roofing material and separate watertight counterflashings on conduit. Contra Costa County Detentioa'Faciiity .........................�'.�' `' r:�'"�...._....... �kaa �,r ..+.:at�.!,.,.•.r.�'..,�i � ' .z'� s"��. �.s.��nqy�, �a+.J"*'.�,?�k aw:' ����E«:.�.. BASIC MATERIALS AND METHODS Section 16100--Page 12 B. Rigid Steel Conduits Conduits larger-than 2" shall be rigid unless otherwise specified. Rigid steel conduit joints, fittings, couplings, and terminations shall be threaded type. Ream conduits after threads are cut-- cut ends square and butt solidly into couplings. Rigid steel conduit shall be installed as followss 1. in wet locations; 2. Encased in concrete; 3. Where exposed on walls and columns up to 6' above floor, except in electrical or telephone closets. 4. in mechanical rooms up to 10' above floor. S. Tape w/20 mil. plastic tape 24" on both sides of entry point in concrete.... C. Electrical Metallic Tubing (UMT) s EMT in sixes up to 2" shall be installed in interior spaces where rigid conduit is not required, except telephone— up to and -including 4 ,inches--may be EMT., Join EMT with watertight steel compression type fittings for sizes up to and including 20. For sizes larger than 2", use fittings with two set screws for each connec_.. tion. Set screws shall be machine-bolt type with hexagon heads for wrench tightening. Connectors and bushings shall be factory-preinsulated type in all sizes. EMT fittings up to and including 2" using set screws, not acceptable. EMT fittings shall be of malleable iron or steel. D. Rigid Aluminum Conduit: In interior spaces where con-...' duit is not exposed to moisture, embedded in concrete, in floor fill or underground, rigid aluminum conduit may be used, ` Fittings and supports used with rigid aluminum conduit shall be of aluminum or hot-dipped galvanized steel. Connection of steel conduit to aluminum conduit and terminations of aluminum conduit at steel cabinets shall be by means of hot-dipped galvanized steel fittings. Threads shall be coated with an approved NON-OX. coating before assembly. Contra Costa-County Detention`Facility »� - n BASIC MATERIALS AND METHODS Section 16100--Page 11 8. Ground entire conduit and wire system in an approved manner, suitably protect ground wire from mechanical injury. Where standard conduit coupling cannot be used to couple conduit, use 0-Z split couplings. 9. During construction, unfinished conduit ends and stubs shall be plugged to prevent entrance of foreign matter. Plugs shall not be removed until plastering has been finished or conduit runs and terminations are completed. 10. Sleeves and open ends of conduit shall be provided with insulating bushings. 11. Installation of conduit in furred ceilings at typical office floors to be coordinated with fixture locations. Conduit shall not block any access panel or access the to ceiling space. Support conduit independent from ceiling suspen- sion wires or rods. 12. Sealing outlets and sealing fittings shall be pro- vided at points where conduit enters or leaves areas subject to transmission of condensed water vapor from cold to warm spaces such as refrigera- tion spaces, H.V. and A.C. air plenums. 13. Conduit and Fittings: Minimum size shall be 3/4"— . 1/2" subject to approval--except in concrete where minimum size shall be 3/4". Conduits shall be supported at minimum Be intervals and within 3' of each box or termination. Plastic conduit, whether or not UL labeled, is not used. Openings around conduit will .not be permitted. Slab penetrations will be in accordance with local Code requirements. See detail. on drawings. 14. Expansion Joints: Provide expansion fittings for conduits crossing building expansion joints and where exposed runs in straight length exceed 601 . Contra Costa County - Detention Facility Off' -yh }���,� •-�3n ` „;v r ���� '> ��5�k `x�'c`ii�t}�'� � ` eL��T�' v"" ` '1a :� �i a. BASIC MATERIALS AND METHODS Section 16100--Page 10 2. Support vertical feeder conduit at floor just be- neath each cabinet or pull box occurring in con- duit run so that no part of weight of feeder con- duit will be carried by cabinet, pull box, or junction box. 3. Where final connection of a motor or other device is located on a "floating pad" (inertia pad) , conduit to be terminated adjacent to "floating pad" and rigidly supported to a Unistrut channel with pertaining terminating equipment (J-Box and P. B. Station) . Use liquid-tight flexible conduit for final connection. 4. No conduit shall pass through air-conditioning ducts except when serving equipment installed within duct. 5. Raceways shall be securely fastened to cabinets, pull boxes and terminals, with two locknuts, or other approved fittings, and ends shall be equipped with insulated bushings. EMT fittings shall have insulated bushings as part of conduit fittings. 6. Conduit clamps and straps shall be fastened with two bolts or screws. One-hole clamps will not be accepted. 7. Bends in conduits larger that 1" shall be pre- manufactured standard type. Field bends are allowed provided that such bends are made with pneumatic one-shot bender. Care shall be taken that conduit protecting surfaces are not damaged and original. free opening will not be reduced. Conduit bends which are damaged or out of plumb shall be replaced. 0015.s Contra Costa ,County Detention Facility Rix BASIC MATERIALS AND METHODS Section 16100--Page 9 E. Verify plate types and colors prior to installation. Submit samples for review. 2.8 CONTACTORS Mechanically held remote control switches for 3-wire control, as shown. Manufacturerss ASCO, Russell Electric, Square 'D', or an approved equal. PART 3 - EXECUTION 3.1 CONDUIT SYSTEMS A. Generals 1. Rigidly support or secure in place conduit with approved Onistrut or Kindorf channels and hangers, suited to conditions under which they are used. Flexible perforated metal or plumber's strap will not be allowed as hanger material in any location. Install exposed conduit parallel or at right angles to walls and ceilings. Coordinate work with piping and ductwork of other trades. Keep conduit away from and support independent of piping and duct- work. Contra Costa County Detention Facility 's ...�``- .....-._„_a.,kxtaY,'4:?s:4_ a?=si-es. s-.we"sem" 3-.x.§_ e4 •' �'� � `a `} F 4 3:- •iii'. X�.... _..<.r. BASIC MATERIALS AND METHODS Section 16100--Page 8 3. Single receptacles for 120V, 15 ampere, 3-wire, similar to duplex receptacles. Use A&H, Hubbell, Bryant Series #5261, or approved equal. 4. Single Twist-lock receptacles for 250V, 20 ampere, 3-wire, shall be Hubbell Series 2320, Bryant or Sierra Series, or approved equal. S. Clock receptacles with clock hanger strap and recessed box. Use Hubbell #5233, Bryant, A&H, • or approved equal.. 6. Receptacles shall be single-receptacle, 125V, 20 ampere, Hubbell Series #5362, or approved equal. 7. Where shown on drawings, in wet areas, on loading dock, subject to being hosed down, weatherproof receptacles shall be installed in Type "FS" threaded condulets, with watertight gasketed cover plate, Hubbell Series #5206 or equivalent, Bryant, Sierra, or approved equal.' 2.7 PLATES FOR WIRING DEVICES A. Public Areas and Offices: 1. General switches: Use brushed anodized aluminum 95,000 Series, Sierra, or approved equal. 2. General: Receptacles in walls use aluminum brushed finish #95,000 'Series, with smooth finish. B. Utility areas and Toilets: Use Type 302 stainless steel brush finish. C. Exposed Work: Surface type galvanized steel. D. Weatherproof Work: Hubbell #5205, or approved equal, stainless steel with totally enclosed hinge extra- deep cover, and gray PVC gasket. 1 Contra Costa County; Detention Facility °0.. a.'� �6 S x P ii ���: ='� q. h BASIC MATERIALS AND METHODS Section 16100--Page 7 2.6 WIRING DEVICES A. Wiring devices shall be of molded compression type, specification grade, and meet National Electric Manufacturers Association (NEMA) performance standards. Devices shall be flush-mounted unless otherwise noted. Where two or more are shown together, they shall be grouped in a common plate. Color shall be as selected. Submit samples ok devices. B. Switches: Flush, guiet-type tumbler switches as shown. Finish to be as selected. Switches shall meet Federal Specifications WS 896D. 1. Lighting: Use switches rated 20 amperes, 277V AC. 2. Emergency light switches (night lights) quiet type' tumbler. Finish as selected. Handle lighted when load is off. Hubbell /1221-1L, 20 amperes, 277V. 3. In security areas where switches are' shown, use specified switch type. Provide security locking attachment - Hubbell 196062. 4. Manufacturers i Type: ASH 11990, Hubbell #1221, Bryant 14900, Sierra 15020, or approved equal. C. Receptacles: Provide types in accordance with NEMA standard configuration as shown and as specified, and to meet Federal Specification WC 596. 1. Duplex receptacles for 120V, single-phase service rated 15 amperes, 125V, back-- and side-wired, rear molded, color as selected by architect, adaptable for both 2-wire and 3-wire grounding type service. Use ASH, Sierra, Hubbell, Bryant Series 15262, or approved equal. 2: Double duplex receptacles for 120V, single-phase service to be same as duplex receptacles. Two duplex receptacles in one 4" x 4" outlet box with one, 2-gang face plate. Contra;Costa,County ' Detention Facility aa 4 .eu,�t _._. ._'. .,�t.3v<A+>_ �,3, s,?4 �:c.._:i�..�A?«eY�.,.�'� L,4 t,'"s#.�+ti ai��'- �.tS�6Yt�t�'�`�It'+�..:�tY�'�;•+,.,i�`;4'x�;cC3Ln v.';�. .Y S.�i T,: a�- BASIC MATERIALS AND METHODS Section 16100--Page 6 2.5 RACEWAY FITTINGS A. Conduit fittings shall be of steel or malleable iron. Zinc die cast fittings are not permitted. B. Conduit fittings for rigid aluminum conduit shall be of copper-free aluminum alloy as manufactured by T&B, or approved equal. C. Conduit fittings for rigid steel conduit shall be insulated metal bushing, T&B Series #1222 or- approved equal. Locknuts outside enclosure shall be T&B Series 141 or approved equal. D. For rigid conduit 14" 'and larger, use insulated bonding and grounding malleable iron bushing. E. Fittings for electrical metallic tubing 'shall be compression type made of steel with case hardened locknuts and nylon insulated throats, T&B,Series #5120, #5123, or approved equal. F. Liquid-tight connectors shall be T&B, Series #5331, or approved equal, with nylon insulated throat. Where connector is brought into an enclosure with a knockout, a Buna-N 'O' ring, T&B, Series #5252, or approved equal, shall be installed on outside. G. Connectors for flexible metallic conduit shall be "rite-Bite" type with nylon insulated throat, as manufactured by T&B, Series #3110, or approved equal. H. During construction, conduit ends and conduit fittings shall be closed to outside elements with T&B "Push- Penny Plugs", Series #1470, or approved equal. Ct�ptra Costa County on Facility : •y Detenti c 1 5:"7ar.y z1 ilk, '�#i,,��'�i BASIC MATERIALS AND METHODS Section 16100--Page 5 B. Manufacturers: Anaconda, Hatfield Wire and Cable Corp., General Wire & Cable Corp., Okonite Wire & Cable Corp. , Simplex Wire & Cable Corp. , Phelps-Dodge, Rome Cable Div.,General Electric, or approved equal. 2.4 WIRE AND CABLE TERMINATIONS AND CONNECTIONS A. Conductors: 1. Copper conductors No. 0 and larger shall be terminated, spliced, and tapped with color-keyed compression connectors,as manufactured by TAB, Series /54000, or approved equal. 2. Copper conductors No. 10 AWG and smaller shall be terminated and spliced with TAB "Sta-Kon" com- pression connectors. Nylon self-insulated type shall be used to isolate terminal from other metal parts and equipment. 3. For branch circuit and fixture wire splices, use TAB tPT-1, or approved equal, twist-on connector. 4. Coat copper lug connections with TAB "Kopr- Shield" conductive compound, Series #CP-8, or approved equal. B. Cable Tying: Control and circuit wiring in cabinets, panels, pull boxes, and junction boxes shall be tied with TAB "Ty-Rap", or approved equal. C. Cable Indentification: 1. Identify single wires, less than #4 AWG, with TAB "E-Z-Code" markers. 2. Identify single wires, #4 AWG and larger, with metal, fibre or fireproof linen tags. Contra Costa County r,= Detention Facility 't*% �"� �1:1,,�-� y�s'�3"h+.`.•�, �: �r 1* � � .# S. _ ' r • BASIC MATERIALS AND METHODS Section 16100--Page 4 C. Pull Boxes or Junction Boxes: 1. Where standard outlet boxes cannot be used due to size limitations, use Code gage galvanized sheet steel boxes with removable covers. Cover shall be fastened with at least four machine screws. Slide-on or snap-on covers will not be accepted. 2. Pull boxes shall be installed every 100' or as required to pull the conductors. 3. Junction boxes shall be installed where it is necessary to splice or terminate conductors. 4. Tag and support conductors in pull or junction box. S. Pull or junction boxes shall be accessible. 2.3 WIRE AND CABLE A. General: Wire and cable shall be marked as required, and shall be copper with 600V insulation, unless specified otherwise. Sizes No. 8 and larger shall be stranded. Type of insulation, unless otherwise shown, shall be as follows: 1. Main feeder, sub-feeder conductors and No. 8 or larger branch circuits in mechanical rooms--Type .."THW" or•"RHW", 750C. 2. Branch circuits No. 10 and smaller, unless other- wise specified--Type "TW", 600C. 3. Fixture wire--Type "AF", "THHN", or "RHN",minimum 900C., unless otherwise shown. 4: Elevator branch and control supply circuits--Type "THW" or "RHW", 750C. 5. Branch circuit wiring through recessed fixtures-- Type "THW" or "RHW", 750C. 6. Underground feeders--Type "RHWN" (neoprene or RR) . 7. Control and signal wire--Type "TW", uniess other- wise noted or required. 8. Wire sizes shown•on drawings are for copper. Costa County t De ention Facility i f_ i +s .a r � ::' v:.�3.; '�a ase .i,s -k�y� ��"2° '�—t�i!�r4<� �—S�"T'; •� -��s�� ,nS� '(�!'.,, BASIC MATERIALS AND METHODS Section 16100--Page 3 E. Flexible Liquid Tight: Same as specified for flexible, but with neoprene coating. Manufact- urers: American Brass "Sealtite", Anaconda, National Electric, or approved equal. F. Rigid Aluminum: As manufactured by Alcoa, Kaiser Aluminum, Rome Cable, Harvey Aluminum, or approved equal. G. Use of 1/2" conduits for branch circuiting and home runs is not permitted. 1/2" conduit sizes for switch legs, control circuits (wiring) sound systems, fire alarm, and other miscellaneous systems (wiring permitted) is acceptable. H. On Architect's approval, general permission is granted to use 3/4" flexible metal conduits through areas where rigid conduits can not be installed (such as housing fixtures at beams) . 1/2" f.m.c. is not approved for branch circuits. 2.2 BOXES - OUTLET, PULL AND JUNCTION A. Outlet Boxes: 1. Interior: Galvanized or sheradized, one-piece steel, knockout type, standard size suitable for the use intended. 2. Exterior: Cast iron with threaded cast hubs integral with box and ocver gaskets to make box watertight. Use Type "FS" and "FD", as required. 3. Manufacturers. , Appleton, Bowers, Bryant, General Electric, Raco, Steel City, or approved equal. B. Floor Outlet Boxesa For individual flush mounting in concrete floors - fully adjustable, galvanized or sheradized, one-piece cast iron with knockouts as required. Use Steel City No. 78 or 78A Series, or Hubbell #2527 as approved equal, unless other- wise shown or required. Provide carpet rings where floors are t9 -be carpeted - use aluminum or bronze as selected by Architect/Engineer. Contra: Costa County Detention Facility `,y`+, i,' . t *'3`'`'+ `f ... .� .,.s++,.3': e!�"`'4T'ri.i ' r • BASIC MATERIALS AND METHODS Section 16100--Page 2 1.3 UNDERWRITERS' APPROVAL j Materials shall be listed by Underwriters' Laboratories, Inc. (UL) and shall meet UL requirements and bear UL labels wherever standards shall have been established and label service is regularly furnished by UL. Where labels are not available, products must be approved by an acceptable testing laboratory. 1.4 SUBMITTAL See Section 16010. PART 2 - PRODUCTS 2.1 CONDUITS AND FITTINGS A. Rigid conduits Mild steel tubing, full weight, threaded zinc-metallized galvanized on outside with corrosion-resistant protective coating on inside to provide for ease of wire pulling, or hot- dipped galvanized. One-half inch conduit minimum is acceptable as approved or where run in concrete, use 3/4" minimum, unless otherwise shown. Manufacturers: Pittsburgh Standard Conduit Co., Jones and Laughlin, Western Tube and Conduit Corp., H. K. Porter Co., or approved equal. B. Electrical Metalic Tubings Mild steel tubing thin wall, threadless, zinc-metallized _galvanized on outside with corrosion-resistant protective coating on inside to provide for ease of wire pulling or hot-dipped galvanized. Use compression connectors only. C. Intermediate Metal Conduits (As approved) Metal conduit of corrosion-resistant material with suitable markings at 2-1/2 ft. intervals with the letters "IMC". Manufacturers: Allied Tube and Conduit Corp., or approved equal. D. Flexibles Continuous length, electro-galvanized steel, spirally wound with interlocking convolutions and edges turned to form a secure lock. Manufactuirers: Triangle, International.' Metal'Hose Co., 'or approved equal. Contra Costa County Detention�Facility gti s r. _p ' " '�s Y'•-T"'bt,.,^.-` . BASIC MATERIALS AND METHODS Section 16100--Page 1 PART 1 - GENERAL 1.1 SCOPE A. Work under this section consists of furnishing all labor, tools and servicde necessary to provide a complete, proper and substantial installation incidental to the execution and completion of all electrical work, as indicated on the drawings and specified herein. B. Work under this section applies to each Electrical section. 1.2 DESCRIPTION OF WORK A. The extent of electrical work specified in this section includes: 1. Conduit and Fittings; 2. Outlet Boxes, Pull Boxes, Junction Boxes; 3. Wire and Cable; and 4. Wiring Devices. B. Related Work Described Elsewhere: 1. Refer to other sections of Electrical specifications. , 2. Refer to Mechanical drawings and specifications. 3. Refer' to Hardware drawings and specifications for security door. hardware. 4. Refer to Elevator drawings and specifications. 5. Refer to Architectural drawings .and specifications. 6. Refer to Structural drawings and specifications. 7. Refer to Food Service drawings. Cot a Costa County' Detention Facility �NiFi61,►� ` 4 GENERAL REQUIREMENTS FOR ELECTRICAL WORK Section 16010--Page 31 E. Rigidly-Supported Equipment: 1. Floor-mounted equipment shall be provided with seismic-control devices as required to prevent overturning or sliding. 2. Ceiling-supported equipment shall be provided w seismic-control devices to maintain equipment inch a captive attitude. 3. Following equipment shall be rigidly supported: a. Lighting Fixtures] b. Lighting & Receptacle Panels - see Detail; c. Communications Equipment Racks= d. Distribution Panelboards; e. Automatic Transfer Switches; f. Motor Control Centers; and g. Main Switchboards. PART 4 - ALTERNATES 4.1 BID ALTERNATES - ELECTRICAL A. The contractor shall submit a separate price to include the complete site lighting system, as shown on Drawing E-1. B. The contractor shall submit a separate price to provide aluminum bus bars in lieu of copper for electrical equipment such as switchboards, distri- bution and utility/lighting panelboards and motor control centers. C. The contractor shall submit a separate price to omit the emergency door master release system for fire, as specified and shown on Drawing E-27. D. The contractor shall submit a separate price, to. provide special sports lighting in main courtyard:'' See fixture locations,' quantities and typ$- requi;ed on Drawing E-7 a E-9. Contra Costa.County Detention Facility . +-pit n.:a-,aFA.,".::.`,• .* e FVT� ..-:. .,.x,siF��:ai:���-. 3. °r$'tv�'[;Sri� GENERAL REQUIREMENTS FOR ELECTRICAL WORK Section 16010--Page 30 6. After entire system installation is completed and under full operational load, isolator shall be adjusted so that load is transferred from shims to isolator. When isolators are properly adjusted, shims will be barely free and shall be removed. Thereafter, shims shall be used as a gauge to check that 3/8" clearance is maintained so that system will remain free of stress. C. Electrical Connections to Vibration Isolated Equipments 1. Electrical connections to Oibration isolated heating, ventilating, air-conditioning, plumbing, electrical, kitchen and elevator equipment, or any other device producing noise or vibration, shall be by means of flexible conduits designed to minimize vibration transfer back to building structure. 2. Length of flexible conduit required shall be based upon requirement for a 3604 loop in conduit between electrical connection to device and nearest electrical box. 3. Alternate to the 3600 loop of flexible conduit , may be a neoprene bushing between conduit and electrical motor to break the metal-to-metal contact. Flexible ground strap shall be pro- vided to complete electrical ground. D. Vibration Isolated Equipment: 1. For each dry-type transformer-which is approved for wall mounting, provide a rigid structural - frame with resilient supports incorporating seismic restraints with type "MN" isolator. Mounting deflection shall be 3/8" minimum. 2. For each Emergency Generator provide structural steel base under diesel generator and type "MSL" spring mount with limit stop. Contra.Costa`County Detention`Fagklity ' GENERAL REQUIREMENTS FOR ELECTRICAL WORK Section 16010--Page 29 2. Transformers shall not be wall mounted unless specifically approve-cr-by Architect. 3. Installation or use of vibration isolators shall not cause change of position of electrical equipment or conduit which would result in stresses in conduit connections or misalignment of shafts or bearings. Maintain equipment in a rigid position during installation and transfer load to isolator after installation is complete and under full operational load. 4. Contractor shall correct, at no additional cost, installations which Architect deems defective in workmanship or materials. 5. Refer to other sections for more complete specifications related to noise, vibration, and seismic control 'and foundations. B. Equipment Isolator .Installation: 1. Electrical equipment to be isolated shall be supported by structural steel frame or by brackets, attached directly to machine, where no frame is required. 2. Provide brackets to accommodate isolator and mechanical stop as shown on drawings. Vertical position and size of bracket shall be specified by isolator manufacturer. 3. Operating clearance between bracket and pad or floor shall be 3/6" +1/16". Minimum operating clearance between frame and pad or floor shall be 1". 4. Frame shall be placed in position and brackets supported temporarily by 3/8" shims prior to installation of machine or isolators. 5. Isolators shall be installed without raising the machine and frame assembly. .Contra Costa County Detention Facility 441 XSst,. GENERAL REQUIREMENTS FOR ELECTRICAL WORK a Section 16010--Page 28 C. Seismic restraints shall be installed and adjusted so equipment, conduit and bus vibration isolation is not degraded by utilization of restraints. D. Provide seismic snubbers on equipment which has vibration isolation. E. Seismic restraints for resiliently-supported equipment shall be installed and adjusted to be operative only when external building forces are applied to supported equipment (building response to seismic events) . F. Restraints shall be provided to prohibit excessive vertical or lateral motion by vibration isolated electrical equipment during an earthquake. Restraints shall be designed by vibration isolation manufacturer and guaranteed to meet all provisions of applicable building codes regarding design maximum lateral and vertical forces. G. Supported Equipments 1. Each vibration isolation frame for supported equipment shall have a minimum of 4 seismic snubbers mounted as close as possible to the vibration isolators and/or the frame extremities. 2. Care must be taken so that a minimum 1/8" air gap in the seismic restraint snubber is preserved on all sides in order that the vibration isolation potential of the isolator is not compromised. This requires that the final snubber adjustment shall not be completed until the vibration isolators are properly installed and the installation approved. 3.7 VIBRATION ISOLATION: A. General: 1. Install no equipment which make rigid contact with "building" unless approved by Architect. "Building.includes slabs, beams, columns, studs, walls, etc. _ r .Contra: Costa"County . Detention. Facility GENERAL REQUIREMENTS FOR ELECTRICAL WORK Section 26010--Page 27 B. Set sleeves for conduits accurately before concrete floors are poured. Should this Section neglect to perform this preliminary work, and should cutting be required in order to install conduit or equipment, expense of cutting and restoring of surfaces to their original condition shall be borne by this Section. 3.4 NAMEPLATES Provide nameplates on motor starters, disconnect switches, pushbuttons, special purpose transformers, in addition to those specified. Nameplates shall be fastened with two machine screws (fastening with pop-rivets or glue will not be accepted) . 3.5 PULL WIRES AND UNCONNECTED WIRES Wherever conduit only is provided, it shall be togged and shall contain a label for wire pulling. Wherever wiring is to be provided and not terminated under this Section, it shall be tagged and labeled clearly at both ends, and capped with insulating tape or top. 3.6 SEISMIC RESTRAINTS A. Equipment shall be secured to or suspended from approved foundations and supports, all as specified, shown, and as required. Rigidly or resiliently installed equipment shall be capable of accepting seismic forces of 0.5 "g" acting in any direction without permanent displacement of equipment from installed position. B. Concrete foundations (and required reinforcing therefor) will be provided under other Sections. Furnish shop drawings and templates to other sections for setting all required bolts and other appurtenances necessary for proper installation of equipment. Such work shall: be.shown in detail on shop drawings showing complete details of work, including necessary concrete and steel work, vibration isolation devices, ,seismic shock pro- tection, etc. 'Contra,Gosta County Detention<Fac3Libv .,,. T�iQ�1 t GENERAL REQUIREMENTS FOR ELECTRICAL WORK Section 16010--Page 26 PART 3 - EXECUTION 3.1 EXCAVATION AND BACKFILL A. Excavation and backfill as necessary to complete work of this section. B. Excavate trenches to minimum dimensions required for placement of products including encasement for raceways. Unless otherwise indicated, excavate to following depths: Top of raceways or encasement of raceways, at not less than 24" belowfinish grade, with depth increased from this minimum depth as required to slope raceways for drainage, or to comply . with Utility or Code requirements. C. Provide shoring and bracing necessary to prevent caving of unexcavated earth. D. Provide barricades and lanterns as required by specifications. E. Backfili excavations as soon as products are in place, inspected, and installation approved. F. Provide backfill material as specified for other fill . work at the site, unless special backfill is specified in this section. Compact material identical to 958 of other site backfill compaction requirements. 3.2 CLEANING Remove from work protecting materials, dirt, dust, smears, stains, paint spots and the like, and leave in a clean condition. Clean and remove smudges, paint, grease, . fingerprints, etc. , from lighting fixtures, switchgear, panelboards, and equipment after installation. 3.3 CUTTING AND PATCHING A. Furnish necessary information so that necessary openings for this work-can be built into floors and walls in time. Such cooperation is required to keep cutting of walls and floors to a minimum. :Contr&,Costa:County Detention F cxiJ.i 4s7.'y� GENERAL REQUIREMENTS FOR ELECTRICAL WORK Section 16010--Page 25 EQUIVALENT VIBRATION ISOLATORS TYPE AND DESCRIPTION MANUFACTURER'S CODE - ISOLATOR TYPE A D E F I G H J "PN" Neoprene Pad NR RP NPD Kor- W R Shear pad Flex "MN" Neoprene Mount RV RM RD F ND FU R N 3685 "HN" Neoprene Hanger BR RH RH H HD HSS RH HN C "MS" Spring Mount SW SS FBS WSC SLF RMS AS S OS "MSL" Spring Mount CT JOS FLS WSCL SLR RMLS AWR SL KW with Limit Stop "HS" Spring Hanger BSS CH SH VS W30 RMX SH HS SN "HST" Spring Hanger PBS CHP SPH VBLS PHS PRMX SHP HSP PR with Transfer "AS" Air Spring (1) (1) NOTE: 1. Available - contact manufacturer. 2. Notwithstanding this table, the manufacturer's isolator must meet all requirements of this specification. 3. Manufacturers' Code: A. Amber/Booth F. Sausse (Vibrex) B. California Dynamics G. Vibration Mountings C. Consolidated Kinetics H. Elcen D. Korfund J. Vibration Eliminator E. Mason Industries Contra Costa':County .Detention F ilitv. . -awig GENERAL REQUIREMENTS FOR ELECTRICAL WORK Section 16010--Page 24 C. Equipment Frames: 1. General: Mounting frames and/or brackets shall be provided to carry the load of equipment without causing mechanical distortion or stress to equipment. 2. Frame Types: a. Type A frame is wide flange structural steel frame with brackets as shown on drawings. Maximum allowable deflection of any point on loaded frame relative to unloaded frame shall be 0.008 inch. Wide flange section depth greater than 1/10th length of longest frame member will be accepted as satisfying deflection requirement. b. Type B frame is channel steel structural steel frame with brackets as shown on drawings., Section depth shall be greater than 1/10th length of longest frame member. c. Type C frame is,steel bracket or gusset welded or bolted directly to machine frame in order to accommodate isdlator. d. Type D frame is similar to Type B, except that metal pan shall be provided and frame filled to its depth with reinforced concrete. Air relief holes shall be provided as indicated in details. :Contra Costa. County "Detention.:FAcility Mil h _ .. ..f r :d3 i .. ,{{i.. ... .Y..._r.i.,.�'. :Y ....•i.. i.,l.i .ir,ZIT..eN; ..i... _x.\ ,.._ GENERAL REQUIREMENTS FOR ELECTRICAL WORK Section 16010--Page 23 6. Type HS is suspension hanger with steel box frame and steel spring resting or neoprene cup. Cup shall contain steel washer designed to evenly distribute the load to neoprene and prevent its overload or extrusion. Spring diameter and hanger box'lower hole size shall be large enough to permit hanger rod to swing through a 300 arc before contacting hole and short circuiting spring. Hangers shall be provided with eye bolt on spring end. 7. Type HST is suspension hanger identical to Type HS but includes load transfer device so system may be initially piped up rigidly. After final load is imposed, provision shall be provided for transferring load back to spring. S. Type AS is complete vibration isolation system consisting of minimum three air springs, total three height sensing valves and associated inter- connecting air tubing. Air tubing and connection shall be provided to source of com- pressed air providing minimum 100 psi. Air compressor is not included in this work. a. Provide one height control valve at each mounting location. Provide three height control valves. If there are 2 or more air springs per location, connect to outlet of height control valve in parallel. b. Operate air spring at its normal operating height and maximum pressure shall not exceed manufacturer's recommendations. Air system shall maintain an elevation of +1/8", once adjusted. Provide height limit stops to preclude more than a 1/4" rise in event of failure. c. Utilize type of air spring based upon required natural frequency as indicated in schedule and general availability. However, air spring must meet general properties described in this specification, especially regarding ratio of lateral to vertical stiff- ness. To achieve this requirement with stability, auxiliary brackets, housings, etc. - may be utilized, subject to approval. Contra.'.Costa County. Detention Fmi 'sT- � 3 1, GENERAL REQUIREMENTS FOR ELECTRICAL WORK Section 16010--Page 22 Grade (Durometer A) 40 50 60 70 (4) Tear Test ASTM ' D-624 Die "C" (a) Pounds/Linear Inch min. 200 225 225 225 B. Type and Descriptions 1. Type PN is molded neoprene pad. Area of pad shall match load in order to achieve required static deflection. 2. Type MN is molded neoprene element equipped with leveling bolts and baseplate with bolt holes to permit attachment to building structure where required. 3. Type HN is suspension hanger with steel box frame and molded neoprene element. Neoprene grommet shall be provided at the location where the hanger rod passes through the hanger box so that no metal-to-metal contact occurs. 4. Type MD is bare, stable, steel spring equipped with leveling bolts and with ribbed neoprene pad under base plate. Bolt holes shall be provided in baseplate to permit attachment to building structure where required. 5. Type MSL is bare, stable, steel spring with. ribbed neoprene pad under base plate. Bolt holes shall be provided in baseplate to permit attachment to building structure. Limit stops shall be provided to prohibit..spring extension if load is removed. These stops may also serve as rigid blocking during erection so installed and operating heights shall be same. Clearance shall be maintained around restrain- i ing bolts and between limit stops and housing so as not to interfere with spring action. 'Contra.Costa .County Detention Pand GENERAL REQUIREMENTS FOR ELECTRICAL WORK Section 16010--Page 21 Grade (Durometer A) 40 _5o 60 70 b. Accelerated Test to Determine Long-Term Aging Characteristics (1) Oven Aging - 70 Hrs./212°F ASTM D-573 (a) Hardness, percent change, max. -00+15 -0,+15 -0+15 -0,+15 (b) Tensile strength, per- cent change, maximum +15 +15 +15 +15 (c) Elongation at break, percent change, max. -40 -40 -40 -40 (d) Ozone (1 PPM in air by volume) 20% strain - 100 +2°F, ASTM D-1179, 100 Hrs. No No No No Cracks Cracks Cracks Cracks (2) Compression Set (a) 22 Hrs./l58°F ASTM D-395 Method B per- cent max. 30 25 25 25 (3) Low Temperature Stiffness ASTM D-797 (a) At -WF, Youngs Modulus, max. psi 10,000 10,000 10,000 10,000 'Contra-dosta County Detention Fa iliTw� J 3i'`"-� `4.�_.Z ', a'tK.t; '�{'� �- W„r X' . GENERAL REQUIREMENTS FOR ELECTRICAL WORK f Section 16010--Page 20 5. Wave motion through isolator shall be reduced to the following extent: isolation above resonant frequency shall follow theoretical prediction based upon undamped single degree of freedom system with minimum isolation of 50 decibels above 150 cycles per second. Calculations shall be provided to indicate that there are no surge frequencies in the spring mounts at 120, 240, 360, 480, 600, and 720 Hertz. 6. Neoprene Isolator Formulation: The formulation of the neoprene shall conform with the characteristics tabulated below and shall be certified by the manufacturer. Grade (Durometer A) 40 50 60 70 a. Original Physical Properties (1) Hardness ASTM D-676 40+5 50+5 60+5 70+5 (2) Tensile strength, min. psi ASTM D-412 2000 2500 2500 2500 (3) Elongation at break, min. percent 450 .400 350 300 I t t CoAtra:aCoBta County petantion; Facility, -1-RP ,. GENERAL REQUIREMENTS FOR ELECTRICAL WORK Section 16010--Page 19 C. Snubber shall be capable of restraint in three mutually orthogonal directions. D. Submittals shall include load versus deflection curves up to 1/2" in x, y and z planes. Tests shall be conducted in independent laboratory ot% under signed supervision of an independent registered civil engineer. Snubber assemblies shall be bolted to test machine as snubber is normally installed. Test reports shall certify that neither neoprene elements nor snubber body has sustained obvious deformation after release of load. E. For Supported Equipment: Seismic restraints shall consist of interlocking steel members restrained by shock absorbent neoprene materials compounded to bridge bearing specifications as previously noted. Elastomeric materials shall be replaceable and be minimum 3/4" thick. Snubbers shall be manufactured with air gap between hard and resilient material of not less than 1/811, nor more than 1/411. 2.4 VIBRATION ISOLATION A. General Properties: 1. Vibration isolators shall have either known undeflected heights or other markings so that, after adjustment, when carrying their load, deflection under load can be verified, thus determining that load is within proper range of device and that correct degree of vibration isolation is being provided according to design. 2. Isolators shall operate in linear portion of their load versus deflection curves. These curves shall be furnished by manufacturer and must be linear over deflection range 50% above design deflection. 3. Ratio of lateral to vertical stiffness shall not be less than 1.0 or greater than 2.0. 4. Vertical natural frequency for each support point, based upon load per,'isolator and isolator stiff- . ness, shall not differ by more than +10g.'.___ "-Contra CostaeCounty 'Detention Facility 4 t Ys 43x r' ' +t s •.- -:t d t � +.. ' � t +. +i ?f.'.+, +�r�yf. u .�.�.t� a tm"11 -i '4 #y GENERAL REQUIREMENTS FOR ELECTRICAL WORK Section 16010--Page 18 PART 2 - PRODUCTS 2.1 NAMEPLATES A. In addition to nameplates specified elsewhere, this section shall provide plastic laminate nameplates, black with white characters, on front panels for each item of equipment, switch, instrument, control device, junction boxes, terminal box, outlet, etc. Nameplates shall be 3-1/2" x 1-1/2" x 3/16" thick with lettering engraved through the black surface, exposing the white lamination beneath. Equipment that is supplied by standby power shall be provided with white laminate nameplates with red engraving. B. Equipment that contains 480 volt circuits shall have an additional nameplate front and back, as directed to reads "DANGER-480 VOLTS". They shall be 1-1/2" high red letters on a white background. C. This Section shall allow for a total of 100 name- plates in addition to those specified. A schedule will be furnished by.Architect showing the information desired and devices to be identified. 2.2 PULL WIRES "Pull wires" shall be a nylon cord with a tensile strength of 100 pounds minimum. 2.3 SEISMIC RESTRAINTS A. Provide seismic restraints, snubbing devices and bracing of types specified under PART 3 - Article 3.06 or as required. Seismic snubbers may be inherent in vibration isolators or may be separate inter- locking steel elements which will allow minimum 1/8" to 1/4" free movement in all directions. B. Equipment shall be designed to withstand seismic forces of 0.5 "g" in any or all directions without serious--damage to equipment or components. Equipment shall be braced and supported in .a manner which will maintain equipment in a `captive position, when subjected to exter4al forces of 0.5 "g" in. any direction. .Ty ,:`Contra Costae County DetentionFacility GENERAL REQUIREMENTS FOR ELECTRICAL WORK Section 16010--Page 17 c. Submit floor layout of Electrical Equipment Rooms, drawn to 3/8" equals 1'-0" showing all electrical equipment to be installed and conduit routing. 2. Provide layouts and manufacturer's data on the followings a. Emergency Generator; b. Main Switchboard; C. Distribution Panelboards, d. Motor Control Centers; e. Lighting and Receptacle Panelboards; f. Automatic Transfer Switches g. Switches and Fuses and Circuit Breakers; h. Dry-Type Transformers; i. Lighting Fixtures, Ballast, Lamps and Equipment; J. Intercommunications Systems; k. Fire Alarm Systems; 1. Security Systems; and m. Television Systems (CCTV/Recreational) . D. Test Reports required under TESTS.. E. Submittals required under VIBRATION ISOLATION AND SEISMIC RESTRAINTS. Contra Costa County Detention Facility F' S GENERAL REQUIREMENTS FOR ELECTRICAL WORK Section 16010--Page 16 E. Warranty for Sections 16500, 16800 and 16900: 1. Installer shall provide two-year warranty after acceptance by Contra Costa County in accordance with specified conditions. 1.9 SUBMITTALS A. Submit detailed layout drawings for electrical equip- ment for those services and distribution systems which require close coordination with other trades. B. Samples: Submit following listed samples= additional samples, if specifically requested: 1. Receptacles and Plugs; 2. Switches; 3. Switchplates, Receptacle Plates; and 4. Lighting Fixtures--As required. C. Shop Drawings and Information Required: (Submit in accordance with Special Conditions) 1. Shop Drawings: a. Furnish approved shop drawings where required, . prior to authorizing the. manufacture of any products. b. Include dimensions on.shop-drawings. Verify that material will.fit into and be moved in or out of the installation space available. Contra:Costa`County Detention Facility ol U f{ r '� Vii¢ •% y'+ �� kr .4' GENERAL REQUIREMENTS FOR ELECTRICAL WORK Section 16010--Page 15 1.8 SYSTEMS/CONTROLS INSTALLER (THIS SECTION AND INCLUDING SECTIONS 16500, 16800 & 16900) A. Definitions Systems/Controls Installer shall be a firm engaged in design and installation of complex electric - electronic systems within construction industry. B. Qualifications: Installer shall have requisite capability, and plant experience to properly complete works experience shall include recent successful completion of complex systems similar in type of work under this contract. These requirements shall not be construed as relieving contractor of his responsibility for this part of work. C. Examples of Qualified Installers: Typical listing of qualified Systems/Controllers Installers: 1. Wismar &Becker 2. Honeywell , 3. S & Q Construction Co. +4. Johnson Control 5. Barber Coleman D. Single Vendor Responsibility: 1. Installer shall cause complete systems and controls as shown on drawings and specified in Division 15000, this section, and Sections 16800 and 16900, to be furnished and installed under supervision of a single company (responsibility) , and shall coordinate as required with Section 08550. 2. Installer shall retain total responsibility for proper detailed design, fabrication, inspection, test, delivery, assembly, installation, activation, and operation of systems and `controls. 3., Installer shall be responsible for delivery of ' detailed drawings, manuals and other documentation required for complete operation of systems-and controls and shall provide minimum of one hundred twenty (120) .hours' training for the owner's employees .in maintenance and operation of systems and controls. Contra Costa County. Detention Facility hilt �, * � '.t �,'.$,r�r �1:�: ..3.+• „gala" GENERAL REQUIREMENTS FOR ELECTRICAL WORK Section 16010--Page 14 c. Drawings showing equipment frame construction for each item of equipment, including dimensions, structural member size, support point locations, etc. d. Written approval of the frame design to be used—obtained from the equipment manufacturer. e. Shop drawing showing length and type of flexible connections to motors, or other machinery. Provide catalog data and sample of the flexible connection material to be utilized. 1.7 COORDINATION A. Certain materials will. be furnished, installed, or provided under other sections of these specifications. Examine Contract Documents to ascertain these requirements. B. Carefully check space requirements with other trades to assure that material can be installed in spaces allotted thereto. C. Where vibration isolators and/or seismic bracing or snubbers are installed, coordinate with others to avoid any contact or modification which would reduce the effectiveness of the seismic restraint or vibration isolation. D. Transmit to other affected trades, information required for work to be-provided under their respective sections in ample time for their installation. E. Permits obtained and paid for by Owner. Contra CostaCounty Detention Faclity:. Rt r . GENERAL REQUIREMENTS FOR ELECTRICAL WORK Section 16010--Page 13 3. Drawings as required indicating maximum load (static plus dynamic) expected at each seismic restraint location. 4. Submit list of authorized seismic testing engineers for approval. 1.6 VIBRATION ISOLATION A. Scope: For electrical equipment, provide vibration isolation frames and brackets, flexible connections to motors and transformers. B. General: 1. Where equipment is to be isolated, avoid rigid contact between building and equipment. Prevent others from making any contact or connection which would reduce vibration isolation. 2. Prior to installation, notify Architect if conflicts occur with other trades or between drawings or specifications and actual field conditions which would violate integrity of the isolation• systems. 3. Prior to installation or closing-in of vibration isolation devices, notify Architect so his acoustical consultant can instruct and demon- strate the technique of proper installation with the contractor's foreman. Obtain from the manufacturer written and/or oral instructions as to proper installation and adjustment of vibration isolation devices. 4. Prior to review of equipment vibration and seismic restraints, . submit•the following: a. Catalog cuts and data sheets on specific vibration isolators to be utilized, showing compliance with the specifications. b. Itemized list showing equipment,. transformers, etc., to be isolated, isolatortypeand model number selected,. isolator loading and de- flection, and reference to specific drawing showing frame construction where applicable. Contra .Cost4..County Detention.Faa w � sxR�'x.,.', :.' :a+.'•w'. ..A. -,'^+a .'.'` �� 3tl• .F'•k4�KsT'�F` GENERAL REQUIREMENTS FOR ELECTRICAL WORK Section 16010--Page 12 assumptions of at least 20% load. Significant hot spots shall be checked by infrared pyrometer for exact temperature rise. b. Electrical Tests—Insulation Resistance -Test: Measure insulation resistance of each bus run phase-to-phase and phase-to-ground for one minute. Test voltage and minimum acceptance values. c. Test Parameters: (1) Thermographic hot spots determined to be 504 greater in temperature than similar joints shall be investigated. (2) Insulation resistance test to be performed in accordance with Table 2 under "Switch- gear and Switchboard Assemblies". 1.5 SEISMIC RESTRAINTS A. Scopes For electrical equipment, provide seismic restraints along with calculations to conform conform- ance with specifications. B. Generals Number and locution of seismic restraints being provided shall be submitted for review. Prior to review of equipment seismic restraints, submit the following: 1. Calculations by a licensed civil engineer, registered in the State of California, .substanti sting that equipment .seismic restraints (including fastening devices for seismic restraints) are capable of maintaining equipment in captive position when subjected to external forces of 0.5 "g" in any direction. 2. Drawings as required to describe the number and location of seismic restraints for each equip- ment and specific. details of restraints including anchor bolts for mounting. Contra Costa' County Detention Faci �► _ 1- ,._. _.__ _ ...,� .. .:.�,�"`�+f•tx.-�...«-r t.�r.... .'w�?��t.�';i� ;a ,rr';w,_ 't'y".-^s' s'�'R=1�' °�" r��`-'u-,`�ti�' aa •'�` GENERAL REQUIREMENTS FOR ELECTRICAL WORK Section 16010--Page 11 b. Electrical Tests: (1) Perform potential tests per IEEE Std. No. 81, Section 9.04 on main grounding electrode or system. (2) Perform two point method test per IEEE No. 81, Section 9.03, to determine ground resistance between the main grounding system and all major electrical equip- ment frames, system neutral, and/or derived neutral points. (3) Alternate Method: Perform ground continuity test between main ground system and equipment frame, system neutral and/or derived neutral point. This test shall be made by passing a minimum of 10 D.C. current amperes between ground reference system and the ground point to be tested. Voltage drop shall be measured and resistance calculated by voltage drop method. c. Test Values: Main ground electrode system resistance to ground should be no greater than 5 ohms for commercial or industrial systems and 1 ohm or less for generating or trans- mission station grounds unless specified lower by the Architect. 6. Metal Enclosure Bus Duct: a. visual and Mechanical: (1) Bus shall be inspected for physical damage and compliance with specifications and plans. (2) Inspect for proper bracing, suspension alignment and enclosure ground. (3) Perform thermographic survey on energized bus and insulators after Contra Costa'County Detention Facility 00 . '.a .R£� o- `r i'.;k=' .+4'.;i. .'.i i -ash `?$,; .z1..s*-.�i.hht`z.t r a,l.,.....v.. r. :,.}•k4k'F��Tss":`',s A .t ;»t GENERAL REQUIREMENTS FOR ELECTRICAL WORK Section 16010--Page 10 (2) Operate circuit breaker to insure smooth operation. (3) Inspect phenolic case for cracks or defects (4) Check tightness of connection with torque wrench in accordance with manufacturer's foot-pound recommendations. b. Electrical Testss (1) Contact resistance shall bp determined by passing trip rated current through each pole and measuring millivolt drop on circuit breakers or switches. (2) Time-current characteristic tests shall be performed by passing 3006 rated current through each pole. Trip time shall be determined electronically. Test on circuit breakers only. (3) Instantaneous pickup current shall be determined by run-up or pulse method. Clearing times shall be within 2 cycles or less. Test on circuit breakers only. (4) Insulation resistance shall be determined pole-to-pole, across pole and pole-to ground. Test voltage shall be 1000 volts D.C. c. Test Values: Contact resistance shall be compared td adjacent poles and similar breaker. Deviations of more than 50% shall be, investigated. 5. Grounding Systems: a. Visual and Mechanical Inspection: Inspect ground system, for compliance with plans and specifications. Contra Costa :County Detention'..Facility k GENERAL REQUIREMENTS FOR ELECTRICAL WORK Section 16010--Page 9 3. Cables--Low Voltages a. Visual and Mechanical Inspection: Cables to be inspected for physical damage, compliance with specification and connection in accordance with plans. b. Electrical Tests: Perform insulation resistance test on each feeder cable with respect to ground and adjacent cables. c. Test Parameters: (1) Insulation resistance tests shall be pot , tested at 1000 volts D.C. for 1 minute. r a (2) Insulation resistance shall be in no case less than Table 3. TABLE 3. MINIMUM INSULATION RESISTANCE Conductor or Minimum , Conduit Size Resistance No. 16 and 12 AWG 1,000,000 ohms 25 - 50 ampere 25b,000 ohms 51 - 100 ampere 100,000 ohms 101 - 200 ampere 50,000 ohms 201 - 400 ampere 25,000 ohms 401 - 800 ampere 12,000 ohms over 800 ampere 5,000 ohms These values are determined with switch- boards, panelboards, fuse holders, switches and overcurrent devices in place. 4. Molded Case Circuit Breakers� (and Low Voltage Switches and Fuses as applicable) 200 Amperes or Larger: a. Visual and Mechanical: (1) Circuit breaker shall be checked for proper mounting, conductor size and feeder designation. ".Contra .Costa County Detention Facility. t ... ',;._.z k..�3,y£�t,"zi C, t`� •�,s�,.{ �G:�+3°=eu'.. x.. »�;:..s..<'�'.''h�,-�`a'�i,'�"�,'�:..r.[�¢-e',._s.�,'. .��'''4��.'� ���_ GENERAL REQUIREMENTS FOR ELECTRICAL WORK Section 16010--Page B 2. Transformers—Dry-Type: a. Visual and Mechanical: (1) Inspect for physical damage. (2) Verify equipment is supplied and connected in accordance with design specifications. (3) Check tightness of bolted joints. (4) Perform specific inspections and mechanical tests as recommended by manufacturer. b. Electrical Tests: (1) Insulation resistance tests shall be performed winding-to-winding and winding- to-ground. Test voltage and minimum acceptable values. (2) Turns ratio test shall be performed on each winding for all tap positions. Final tap setting is to be determined by Engineer and set by testing agency upon completion of ratio testing. c. Test Parameters: (1) Insulation resistance and absoption test voltages to be in accordance with Table 2. (2) Insulation resistance minimum acceptable value shall be: R- KV+ 1 megohms (for less than 100 KVA units) -- OR -- R KVA megohms (for 100 KVA or greater) where: R= insulation resistance.,corrected to 40 C. KV = voltage rating of winding. KVA = rated winding capacity. E = maximum test voltage. Contra Costa,-County. Detentio rac li.ty GENERAL REQUIREMENTS FOR ELECTRICAL WORK Section 16010--Page 7 (2) Verify equipment is supplied and connected in accordance with design specifications. (3) Inspect for proper alignment, anchorage, and grounding. (4) All doors, panels, and sections shall be inspected for proper paint, dents, scratches and fit. Correct any faults. (5) Perform a thermographic survey on all energized bus and insulators after assumption of at least 20% load. Significant hot spots shall be checked by infrared pyrometer for exact temperature rise. b. Electrical Tests: (1) Insulation Resistance Test: Measure resistance of each bus section phase-to- phase and phase-to-ground for one minute. Test voltage and minimum acceptance values. (2) Test Parameters: (a) Thermographic hot spots determined to be 50% greater in temperature than similar joints shall be investigated. (b) Insulation resistance test to be performed in accordance with Table 2. TABLE 2. INSULATION RESISTANCE TEST VOLTAGE Voltage, Rating Test Voltage 150 - 600V 1000V Values of insulation resistance less than gated KV+ 1 in megohms shall be investigated. A.C. overpotential tests should not proceed until I.R. i levels are raised to said minimum. Contra Costa=;Coupty Detention Facia t } N GENERAL REQUIREMENTS FOR ELECTRICAL WORK Section 16010--Page 6 b. Test report shall be bound and its contents certified. c. Furnish six (6) copies of completed report to Architect/Engineer no later than 30 days after completion of project unless directed other- wise. D. Specific Equipment To Be Tested: 1. The following systems shall be operationally testeds a. Emergency Power (Emergency Generator) System; b. Alarm and/or Annunciator System; and c. Ground Fault System. 2. The following equipment shall be inspected and tested: a. Switchgear—Including: (1) Low Voltage Switches and Fuses; and (2) Molded Case Circuit Breakers--in excess of 100 ampere frame in distribution and sub-distribution panels. b. Bus Ducts c. All 480-120/208V Dry-Type Transformers; and d. Motor Control Centers. E. Inspection and Test Procedures: 1. Switchgear and Switchboard Assemblies-General: a. Visual and Mechanical Inspection: (1) Inspect for physical damage. Contra Costa Co ty� Detention F:cil. { 1 GENERAL REQUIREMENTS FOR ELECTRICAL WORK Section 16010--Page 5 6. Testing agency shall be responsible for implementing final settings and adjustments on protective devices and tap changes in accord- ance with engineers specified values. 7. Any system material or workmanship which is found defective on the basis of acceptance tests shall be replaced or rectified and made ready for a new test by contractor. Costs, including additional tests and inspection, shall be borne by contractor. C. General: 1. Test Instrument Traceability: a. Testing agency shall have a calibrated program which maintains test instrumentation within rated accuracy. b. Accuracy shall be traceable to National Bureau of Standards. c. Calibration frequency shall be maximum of six (6) months intervals for field equipment. 2. Test Report: a. Test report shall include: (1) Summary of Project; (2) Description of Equipment Tested; (3) Description of Test Procedure; (4) List of Test Equipment and Calibration Date; (5) Test Results; (6) Recommendations; and (7) Appendix - Including Field Reports. Centra Costa--County ,. Detention .Facil .S'.Y:..., GENERAL REQUIREMENTS FOR ELECTRICAL WORK Section 16010--Page 4 1. The testing agency shall provide material, equipment, labor and technical supervision to perform such tests and inspection. 2. Testing agency shall be a member of NEC or other approved agency meeting the Federal Department of Commerce requirements for nationally independent testing laboratory certification. Testing agency shall be one approved by the Engineer, such as Electro-Teat, Inc. 3. Inspection and tests shall be in accordance with the referenced applicable codes and standards. 4. Inspection and tests shall verify compliance with Project Design Specifications, Project . Design Drawings, and Manufacturer's Instruction Manuals applicable to each particular item or apparatus. B. Performance: 1. Contractor shall perform routine megger, continuity and rotation tests for distribution and utilization equipment prior and in addition to tests performed by testing agency specified herein. 2. Contractor shall supply source of test power to test agency. 3. Testing agency shall be responsible for tests and inspections recommended by equipment manufacturer whether specifically required by these specifications or not, unless specifically waived by Architect. 4. Testing agency shall maintain a written record of tests and upon completion of project, assemble and certify a final test report. 5. Notify engineer prior to commencement of any testing. ! Contra .Costa• County Detention.FAcility, f f f GENERAL REQUIREMENTS FOR ELECTRICAL WORK Section 16010--Page 3 C. Workmanship: Equipment and materials shall be installed in a neat and workmanlike manner. Material and equipment not so installed shall, upon order, be removed and replaced as required. D. Supports and Foundations: Provide bases, supports, saddles, hangers, and anchors as required per drawings of vendor supplying equipment, as shown and as specified. E. Sprayed Fireproofing: Do not remove any spraying fireproofing without prior approval. Replace fire- proofing damaged during execution of work. F. Protection: Keep conduit and other openings closed to prevent entry of foreign matters cover fixtures, equipment, and apparatus and protect against dirt, water, chemical or mechanical damage, before and during construction period. G. Finish Painting of Conduits and Equipments Provided under other sections of these specifications, unless otherwise specified. H. Unit Responsibility: Distribution switchboards, bus duct, motor control centers and distribution, lighting, and receptacle panelboards shall be unit responsibility of one manufacturer, including all components required for the several items. I. Owner-Furnished Equipments Provided under other sections of these specifications. Installed and connected under electrical work. 1.4 TESTS A. An independent testing agency shall perform inspection and tests required to assure that electrical equipment both contractor- and owner- supplied is operational within industry and manufacturer's tolerances and is installed in accordance with design specifications. Contra. Costa County. Detention -Facility tti°a.ssv7c' + GENERAL REQUIREMENTS FOR ELECTRICAL WORK Section 16010--Page 2 1.3 GENERAL REQUIREMENTS A. Applicable Codes, Standards, and References: 1. National Electric Code (NEC) ; 2. City of Martinez Electrical Code; 3. National Electrical Manufacturer's Association (NEMA) ; 4. American Society for Testing and Materials (ASTM) ; 5. Institute of Electrical and Electronic Engineers (IEEE) ; 6. National Electrical Testing Association (META) ; 7. American National Standards Institute (ANSI) ; 8. Insulated Power Cable Engineers Association (IPEA) ; 9. Association of Edison Illuminating Companies (AEIC) ; 10. Local Codes and Ordinances; 11. Federal and California OSHA Requirements; 12. California Administrative Code, Title 24 — Part 3; and 13. State of California, General Fire and Panic Safety Standards. B. Drawings: Electrical system layouts shown are intended to indicate only extent diagrammatically, general character, and work included. Exact routing of conduit and wiring, and location of outlets, shall be governed by structural conditions and obstructions. Contra Costa County Detention Facility too GENERAL REQUIREMENTS FOR ELECTRICAL WORK Section 16010--Page 1 PART 1 - GENERAL 1.1 SCOPE General provisions of this contract including General and Supplementary Conditions, Division 1, General Require- ments, and Section 16700 Sub-Grade Conduit Distribution for Feeders, Phase I, apply to the work specified in this Section. 1.2 DESCRIPTION OF WORK A. Extent of the work specified in this Section includes: 1. General Requirements: 2. Tests= 3. Coordinations A. Submittalst 5. Excavation and Backfill; 6. Cleaning; 7. Cutting and Patching: B. Nameplates; 9. Pulling Wires; and 10. Seismic Requirements and Vibration Isolation. B. Connections to the sub-grade conduit system as provided under Section 16700, Phase I work, shall be completed from termination of existing conduits. All locations, elevations, and.terminations of existing conduits to be field verified. Architect/ Engineer shall be advised of existing field conditions contrary to "as-built" drawings furnished. Additional costs will not be borne by the Owner to correct damaged conduits. Contra Costa.County ;Llet�rit..on Facility SPECIAL CONDITIONS Section 01010--Page 8 1.11 PROJECT SCHEDULE (Continued) 3. Reschedule activities to achieve maximum practical con- currency of accomplishment of activities. 1.12 PAYMENTS A. The Contractor will submit a request for progresspayment to the Construction Manager on the 20th of each month. The Construction Manager will review the payment request and modify as necessary to protect the best interests of the County. The Contractor " will be allowed to project work he will have completed through the 25th of that month. Upon approval'by the Project Manager, the payment will be disbursed by the.County on or about the 15th of the following month. B. In making such progress payments, there shall be retained 10 percent of the estimated amount until final completion and acceptance of the Contract work. However, if the Project Manager, at any time after 50 percent of the work has been completed, finds that satisfactory progress is being made, he may authorize any of the remaining progress payments to be made in full. . **END OF SECTION** Contra Costa County . Detention Facility 0 w ! N` SPECIAL. CONDITIONS : Section 01010--Page T 1.11 PROJECT SCHEDULE (Continued) 1. The Schedulet when approved by the Prosect Manager, shall be the basis for the dates for starting and completing the work (including changes) for the project. It shall be the duty of the Contractor to conform to the approved Schedule and to arrange his work in such a manner that it will be installed in accordance with the Schedule. 2. The Construction Manager will establish a pprogram to re- evaluate and update the Schedule periodicatly in accordance with the requirements of the job. A representative of the Contractor shall meet with the Construction Manager and shall furnish to him information necessary for such re-, evaluating and updating. and, if applicable. information in regard to changes in the work and the Contractor's proposed effort to overcome any incurred delays. The form of such information shall be specified by the Con- struction Manager. 3. The Contractor shall coordinate his letting of subcon- tracts, material purchases, delivery of materials, sequence of operations, etc.. to conform to the approved Project Schedule and shall furnish proof of same as may be required by the Construction Manager and the Project Manager. B. Whenever it becomes apparent that any completion date will not be met, the responsible contractors shall take some or all of the following action at no additional cost to the County. 1. Increase construction manpower in such quantities and crafts as will substantially eliminate the backlog of work. 2. Increase the number of working hours per shift, shifts per working day. working days per week, or the amount of con- ' struction equipment or any combination of the foregoing, sufficient to substantially eliminate the backlog of work. Contra Costa County Detention` Facility �r ' 1 •, .,. _..... .. ,:: .,}.r.,.:?•...,+. a..k._...,n:.i ,ilckc''-,-,.yr .....,.,.._xt .r`. _,i. ;,vq i:.` ;vr+s.r :i ,r-y.� ` • i. SPECIAL CONDITIONS Section 01010--Page 6 1.10 COORDINATION WITH OTHER CONTRACTORS (Continued) D. Should any other contractor having, or who shall hereafter have a contract with the County for the performance of work upon the site sustain any damage through any negligent act or omission of a sub- contractor or of the Contractor. the Contractor shall reimburse, indemnify, and hold the County and the Construction Manager harm- less from all such claims. E. The Contractor shall immediately notify the Construction Manager of any actual or impending labor dispute which may affect or is affecting the Schedule of the Contractor's or any other contractor's work. In addition, the Contractor shall take all a propriate measures to eliminate or minimize the kffect of such labor dispute on the Schedule. including. but not limited to, such measures as: promptly seeking appropriate injunctive relief; filling appropriate charges with the National Labor Relations Board under the applicable provisions•of the Labor Management Relations Act of 1947, as amended; filing appropriate damage actions; taking such measures as establish- ing a reserved gate, as appropriate; if reasonably feasible, seeking other sources of supply or service; and any other measures that may be appropriately utilized to limit or eliminate the effect of the labor dispute. 1.11 PROJECT SCHEDULE A. The Construction Manager will develop a construction Schedule for the Project and will utilize it in the planning, coordinating, and performing work under this Contract, including subcontractors, equipment vendors, and suppliers. Contra Costa County Detention Facility 0!0 # � k, SPECIAL CONDITIONS Section 01010--Page 5 1.9 OTHER WORK (Continued) B. All contractors on the Project shall have equal rights on the premises for the performance of their work, but shall follow the sequence established by the approved progress schedule and/or instructions issued by the Construction Manager. 1.10 COORDINATION WITH OTHER CONTRACTORS A. During the progress of the work other contractors will be engaged in performing other work on this Project. The Contractor shall coordinate the work to be done hereunder with the work of such other contractors in such manner as the Construction Manager may direct. B. If the Project Manager determines that the Contractor is failing to coordinate his work with the work of other contractors as directed by the Construction Manager, the County may upon written notice: 1. Withhold any payment otherwise due hereunder until the Contractor complies with the Construction Manager's directions. 2. Direct others to perform portions of the Contract and charge cost of work to Contract amount. 3. . Terminate any and all portions of the Contract for the Contractor's failure to perform in accordance with the Contract. C. If the Contractor notifies the Construction Manager in writing that another contractor on this Project is failing to coordinate his work with the work of this Contract as directed, the Construction Manager will promptly investigate the charge. If he finds it to be true, he will promptly issue such directions to the other con- tractor with respect thereto as the situation may require. Contra Costa County Detention' Facility `0072 1 Y . .. «. suNw .,,..?�:._ . -{�' {`n.-ten a:•;a.e�.dx= ] .x.t:„�"� r1.=':.u{H ..,,t's,.x{a:33+?,N�s*"4.'�`� �' 11 °� °e 5a#'k4�t�`«`.a'a�..�'� SPECIAL CONDITIONS Section 01010--Page 4 1.4 TEMPORARY TOILET FACILITIES Adequate toilet facilities will be provided and maintained in a clean and sanitary condition by the General Conditions Work Con- tractor for the use of all Contractors. The use of chemical toilet facilities will be permitted. 1.5 WATCHMAN The services of a watchman are not required under this Contract. Each Contractor shall be responsible for and make good any loss or damage due to vandalism or robbery during construction. 1.6 DRINKING WATER i The Contractor shall provide his own forces with drinking water. 1.7 HOISTING FACILITIES The Contractor will provide his own hoisting. 1.8 SCAFFOLDING Each Contractor shall be responsible for his own scaffolding. 1.9 OTHER WORK A. To the extent that any part of the Contractor's work is to inter- face with work performed or installed by other contractors, the Contractor shall inspect and measure the in-place work and promptly report to the Construction Manager any defect in such in-place work that will impede, or increase the cost of, the Contractor's inter- face unless corrected. The Construction Manager will require the Contractor responsible for the defective work to make corrections so as to conform to his Contract requirements or. if the defect is the result of a defect or omission in the Specifications or Draw- ings, issue a change order. If the Contractor fails to measure, inspect, and/or report any defects that are reasonably discoverable, all costs of accomplishing the interface acceptably shall be borne by the Contractor. The foregoing. does not apply to latent defects in another contractor's'work at any time such defects become known, . and the Construction Manager shall promptly thereafter take such steps as may be appropriate. Contra Costa County , Deteption Facility SPECIAL CONDITIONS Section 01010--Page 3 1.2 CONSTRUCTION MANAGER (Continued) 10. Implement the County's procedures for the processing of change orders, including applications for extensions of time. 11. Review all applications by the various contractors for progress payment and final payment and make recommendations to the Project Manager for approval. 12. Review , assemble and transmit written guarantees, war- ranties, instruction manuals and other data required of the contractors. 1.3 CLEANUP A. Each Contractor for a Work Category or Categories shall: 1. Clean up all waste material. rubbish, and debris resulting from his own operations on a daily bdsis. 2. Not allow waste materials, rubbish, and debris to accumulate on the site and become unsightly or hazardous. 3. Remove grease, dust, dirt, stains, labels. fingerprints, and other foreign materials from interior and equipment furnished as a part of his subcontract. 4. Repair, patch, and touch up marred surfaces to match. adjacent finished damaged by his work forces. B. If, in the opinion of the Construction Manager,' 'any of the work described above is neglected by a Contractor or'Contractors, the Construction Manager shall have the work done and deduct the cost from his (their) contract(s) as their interests may appear. Contra Costa County Detention Facility ' , 3. '=5 SPECIAL CONDITIONS Section 01010--Page 2 1.2 CONSTRUCTION MANAGER A. The Construction Manager has been given the authority to act for the Project Manager as follows: 1. Coordinate the work of the various contractors on the Project; 2. Maintain a competent full-time construction supervisory and inspection staff at the job-site for the coordination and direction of the work of the various contractors; 3. Establish on-site organization and lines.of authority in order to carry out the overall plans of the County in all phases of the Project on a totally coordinated basis; 4. Establish procedures for coordination among the Project# Manager, the Architect, the various contractors and the Construction Manager itself with respect to all aspects of the Project and implement such procedures at the direction of the Project Manager; S. Prepare a comprehensive construction schedule for the Project which will include a schedule for each of the various con- tractors and trades, and submit such schedule for approval by the Project Manager. The Construction Manager will revise ' such schedule as necessary to incorporate approved scheduling data submitted by the various contractors; 6. In cooperation with the Architect, coordinate and inspect the work of the contractors on the Project until final completion and acceptance of the Project Building by the County to assure that the materials furnished and work performed are in accordance with the requirements of the respective contracts and that the work on the Project is progressing on schedule; 7. Determine the adequacy of the contractors' personnel and equipment and the availability of necessary materials and supplies and take the action necessary to maintain the job schedule; 8. Monitor contractor's submittals to Architect for approval of all shop drawings, catalogs and samples,.and establish' procedures for expediting the processing thereof; 9. In cooperation with the Architect review all requests or recommendations for changes; Contra Costa County Detention Facility, A! - ., a- 3':der.e cK�4."' '.R�':'-Pa„aFz..,s:: ... .•* 1 '}E i a i ;p v' t F[� SPECIAL CONDITIONS Section 01010--Page 1 (` 1.1 GENERAL A. Information given in the Special Conditions shall supersede infor- mation given in the Information to Bidders, General Conditions, and Supplementary Conditions, whenever discrepancies arise. 1. The Information to Bidders is made a part of the Contract Documents to the extent applicable thereto. B. Under the direction of the Project Manager the Construction Manager shall inspect and supervise the construction of the Project build- ing through to completion and shall see that the materials, furnished and the work performed by the Contractor are in accordance with the Contract Documents. His supervision shall in no way supersede or diiute the Contractor's obligation to perform the work in conformance with all Contract requirements, but the Construction Manager is empowered by the County to act on its behalf with respect to the ` proper exeuction of the work and shall give instruction to require ' such corrective measures as may be necessary in his opinion to ' ensure the proper performance of the Contract or to protect the I interest of the County. Except as otherwise provided herein, the Construction Manager shall determine the amount, quality, accept- ability, fitness, and progress of the work covered by the Contract. 1. It shall be the duty of the Contractor to comply with all procedures established and/or implemented by the Construction Manager and approved by the Project Manager as stated above. In the event any such procedures are at variance with other provisions of these Special Conditions, 'such procedures shall prevail. 2. The Construction Manager may call for meetings of the contractors, subcontractors, and material suppliers as he deems necessary for the proper coordination of the work. Such meetings shall be held at the sites on regular working days during regular working hours,' unless otherwise directed by the Project Manager. Attendance 1 shall be mandatory for all parties notified to attend. C. Nothing in any of the Contract Documents shall be interpreted as ' being contrary to law or ordinances, and all codes and laws of '. governing agencies shall be followed as though they were herein bound. Contra Costa County Detention'FaciIiit, REQUIREMENTS--AN AFFIRMATIVE ACTION PLAN Certifications A. Bidders' Certification. A bidder will not be eligible for award of a contract under this invitation for Bids unless such bidder has submitted as a part of its bid the following certification, which will be deemed a part of the resulting contract: BIDDERS' CERTIFICATION certifies that: BIDDER 1. it intends to employ the following listed construction trades in its work under the contract and 2. (a) as to those trades set forth in the preceding paragraph one hereto for which it is eligible under Part 1 of these Bid Conditions for partici- pation in the Contra Costa Plan, it will comply with the Contra Costa Plan on this and all future construction work in Contra Costa County within the scope of coverage of that Plan, those trades being: , an or (b) as to those trades for which it is required by these Bid Conditions to comply with Part II of these Bid Conditions, it adopts the minimum minority manpower utilization goals and the specific affirmative action steps contained in said Part II on this and all future construction work in Contra Costa County, subject to these Bid Conditions, those trades being and 3. it will obtain from each of its subcontractors and submit to the contracting or administering agency prior to the award of any subcontract under this contract the subcontractor certification required by these Bid Conditions. Signature of authorized representative of bidder) PROPOSAL (Bid Formj (Contfnuedl LIST OF SUBCONTRACTORS: Portion of Mork Name Place of Bidders J-4 AAAft- 40'71 ....., ... ,:.v a,:.�tii''cx,� ,`J�ix ...L•:=�'*..:�? a3s 3.Tcs.�,'a#�k,t,'n A�'7�ti'� iti x t s:_ y. e <.� � x +ter. � _ �.,. 2,, PROPOSAL (Bid Form) (Continued) The undersigned hereby certifies that this bid is genuine and not sham or collusive, or made in the interest or in behalf of any person not herein named, and that the undersigned has not directly induced or solicited any other bidder to put in a sham bid, or any other person, firm, or corporation to refrain from bidding, and that the undersigned has not in any manner, sought by collusion to secure for himself an advantage over any other bidder. i Attached is a list of the names and locations of the place of business of the subcontractors. Attached is bid security as required in the Notice to Contractors. f� 1 O Cash Q Bidders Bond 0 Cashiers Check QCertified Check { The following addenda are hereby acknowledged as being included in the bid; Addendum ! dated Addendum 1' dated Addendum 0 dated Firm By Title Address Phone Licensed in accordance with an act providing for the registra- tion of Contractors, Classification and License No. Dated this day of 19 J- 00"44 PROPOSAL (Bid Form) (Continued) B. The Contractor shall submit a separate price to provide aluminum bus bars in lieu of copper for electrical equipment such as switchboards, distribution and utility/lighting panelboards and motor control centers. Deduct the sum of: Dollars ($ J. C. The Contractor shall submit a separate price to omit the emergency door master release system for fire, as specified and shown on Drawing E-27. Deduct the sum of: Dollars ($ ). D. The Contractor shall submit a separate price to provide special sports lighting in main courtyard. See fixture locations, quantities and type required on Drawing E-7 and E-9. Add the sum of: Dollars ($ ), The undersigned has examined the location of the proposed work and is familiar with the Plans, Specifications and other Contract Documents and the local conditions at the place where the work is to be done. The undersigned has checked carefully all of the above figures and understands that the Board of Supervisors will not be responsible for any errors or omissions on the part of the undersigned in making up this bid. It is understood that this bid is based upon completion of the work within 519 calendar days from and after the date of the Notice to Proceed. Notice to Proceed is scheduled for December 13, 1977 i �"'r ssxr:."r`�'c`..�t—h"E...,•', (Bidder) PROPOSAL (Bid Form) BIOS WILL BE RECEIVED UNTIL THE 23rd Day of November 1977 at 2:00 PM, in the Public Works Department, 6th Floor, Administration Building, Martinez, California 94553. TO THE BOARD OF SUPERVISORS OF CONTRA COSTA COUNTY: Gentlemen: The undersigned hereby proposes and agrees to furnish any and all required labor, material , transportation, and services for the Contra Costa County Detention Facility Electrical in strict conformity with the Plans, Specifications and other contract documents on file at the Office of the Clerk of the Board of Supervisors, First Floor, Administration Building, Martinez, California 94553, for the following sums; namely: BASE BID Shall include all of the work for the construction and completion of all Electrical work shown or noted on the Contract Documents and specified herein. (Do not include site lighting and special sports lighting in your Base Bid, per Alternates A 6 D Below For the sum of: Dollars ($ ). ALTER14ATES: A. The Contractor shall submit a separate price to include the complete site lighting system, as shown on Drawing E-1. 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P,O� }�L.(y•y`��:�- �t' � Vii• �t ii .!• as ' `t•�~ r ' Iw C� •.c g'`1*" f-D."�.'1� '� � ii• ...y��r'�. .,,.r 4r t:'��L�: '�.:�. +.�.. ...• -•'• .. •,,` '^•( Mp�B i' y��i yi�ES �� �� .+� •y3� il! .a._+,�. ...�.3-=i Y.:.i.:t'.:;• .. } q i sr• ' .1 Q^y. •cc; Da'.S •Ys1...�ws�4 s U• •Y�i�*icy - V..�..,r.,+.�+,C :':M •wt IN 2 i•Z• tti.'. •fes••:�,4 •},�6,.+r ,u. %.�'%rK' .• • .,-, ra.. yam;^ ._'•�` /` .,_.r,y,�_.r• ..�• • _ t 3 '. ,t._. ,�. ,.�;L .F .�•r1•'•:tt`• •.i••`�;1. ` � 'J'• !� I. ..r, 'i NOTICES 46863 `,ti Thr�,i? ,I,.v . � t r 1 .t � ,r!., - , ,• 3 + • 4 ~• r 'i a.: 1 -yam r1 // ).,� r l': y: +�•7t..y . - r =r L L itis. a � _ �,-.-•< . s '. v '- �' v.�� }' ����b L������ � �"% rte! ♦ 11 1 s v+3 �w� { ,.y ,Q '""�'� 1-' ��D� :s�'�+'i`.t,�r+^'�•.'rttr •w�+«...r-.L...�.,�.�.:�.+4 �•s"."^�>•� r`'. Q. ",'.s ." K e -r,�r ti-....KF•'� .+ .t ;G.-',fy j� a ..r �4•ti• .•;. v� ... ?� f . � •�8 ��•, �♦ �I.• x+15 ♦� rw,t',t WC. t '►.>,1 �► C•r�t••�rs.r w +.•! 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Yr rY�^ r •'� _ . - i , Cy.1.. n..A n�.'iNn�Nn RN Nn}l..n,:NnhNni Nn i.N�•1 w Nn _ y �, :•ti" �;bb���b�����YY�YX��Y��Y����Y��YY�Y�i�XX��� , ; • I.�.►�-yCr r"r''-J> !" .�� i~�-L ,•'�' 1 . ., ,. _ t.. • _ ���• 'tki•> �r t`_V�'�J r L I M .. .f f A fy �X •y �. ,.r r �, �`` � •� t .E j` rfi '~; M1�.�r T, 7 w � 1 - ,;� r �r i�{LYi �,� �• � + M1 q. w { L� t M1 , �-�.»��..n�g�•X�•�S�FS E pCy w,•s r - � .75�� ,.�• �!'i ` i' t }z � .. i ~b^�41s ` lLr�vlC -' y 1V + _ ��+ •��� .�~ rJ �.' "1 5 `.{1" y Z O c : 41 - '7Jc�C.S��.�. ' d.7 ������� Zw���� o�►V w_! ,i`ti.21"{�`�;ri.ti .t{ ��yt _. 1 .� _ - - � •'w- - F .r�l''�'h"•-�:l�r l..k v4 � toy `�� APPRENTICE AND TRAINEE EMPLOYMENT REQUIRE14ENTS (1) The contractor agrees: (i) That he will make a diligent effort to hire for the performance of the contract a number of apprentices or trainees, or both, in each occupa- tion, which bears to the average number of the Journeymen in that oceupa- tion to be employed in the performance of the contract the applicable ratio as determined by.the Secretary of Labor; (ii) That he will assure that 25 percent of such apprentices or trainees in each occupation are in their first year of training, where feasible. Feasibility here involves a consideration of (a) the availability of training opportunities for first-year apprentices, (b) the hazardous nature of the work for beginning workers, (c) excessive unemployment of apprentices in their second and subsequent years of training. (iii) That during the performance of the contract he will , to the greatest extent possible, employ the number of apprentices or trainees necessary to meet currently the requirements of subdivisions (i) and (ii) of this sub- paragraph. (2) The contractor agrees to maintain records of employment by trade of the number of apprentices and trainees, apprentices and trainees by first year of training, and of Journeymen, and the wages paid and hours of work of such apprentices, trainees and Journeymen. The contractor agrees to make these records available for inspection upon request of the Department of Labor and the Federal agency concerned. (3) The contractor who claims compliance based on the criterion stated in Sect. 5a♦4 b agrees to maintain records of employment, as described in Sect. 5a.3�a (2), on non-Federal and non-Federally-assisted construction work done during the performance of this contract in the same labor market area. The contractor agrees to make thele records available for inspection upon request of the Department of Labor and the Federal agency concerned. (4) The contractor agrees to supply one copy of the written notices re- quired in accordance with Sect. 5a.4(c) at the request of Federal agency compliance officers..; The contractor also agrees to supply at 3-month intervals during performance of the contract and after completion of - contract performance a statement describing steps taken toward making a diligent effort and 'containing i breakdopin.by craft, of hours worked and' wages paid for first=year apprentices and trainees, other appprentices.and trainees, and Journeymen. One'copy. of.the statement will be'.sent,to the agency concerned,. and one to the Secretary of Labor. (5) The contractor agrees to insert in*any subcontract under this con- tract the requirements contained in this paragraph (29 C.F.R. 5a3(a).'(1), (2). (3).. (4), and (5)). Sections 5a'.4,.5a.5, 546, and 5a7 shall also be attached to each such'contract for the information of the contractor. The term "contractor" as used in such clauses in any subcontract shall mean the subcontractor. conform with the work he performed. A submission of a "Weekly Statement of Compliance" which is required under this contract and the Copeland regulations of the Secretary of Labor (29 CFR, Part 3) and the filing with the initial payroll or any subsequent payroll ofa copy of any findings by the Secretary of Labor under 29 CFR 5.5 (a) (1) (iv) shall satisfy this requirement. The prime contractor shall be responsible for the submission of copies of payrolls of all subcontractors. The contractor will make the records required under the labor standards clauses of the con- tract available for inspection by authorized representatives of the (write the name of agency) and the Department of Labor, and will permit such representativgs to interview employees during working hours on the Sob. (4) AARtMtices Apprentices will be permitted to work as such only whenthey are registered, individually, under a bona fide apprenticeship program registered with a State apprenticeship agency which is recognized by the Bureau of Apprenticeship and Training. United States Department of Labor; or, if no such recognized agency exists in a State, under a program registered with the Bureau of Apprenticeship and Training, United States Department of Labor. The allowable ratio of apprentices to journeymen in any craft classification shall not be greater than the ratio permitted to the contractor as to his entire work force under the registered program. Any employee listed on a payroll at an apprentice wage rate, who is not registered as above, shall be paid the wage rate determined by the Secretary of Labor for the classification of work he actually performed. The contractor or subcontractor will be required to furnish to the contracting officer written evidence of the registration of his program and apprentices as well as of the appropriate ratios and wage rates, for the area of construction prior to using any apprentices on the contract work. (5) Compliance with Copeland Regulations (29 CFR Part 3)_. The contractor shall comply with the Copeland Regulations (29 CFR Part 3) of the Secretary of Labor which are herein, incorporated by reference.' (6) Subcontracts The contractor will insert in any�'subcontracts the'clauses�'' contained in 29 CFR 5.5 (a) (1) through (5) and (7) and such other clauses as the (write in the name of Federal agency) may by ap- propriate instructions require, and also a clause requiring the subcontractors to include these clauses in any lower tier subi. contracts which.they may enter into, together with a clause re- quiring this insertion in any further subcontracts. that may in turn be made. (7) Contract termination; debarment A.breach of clauses (1)'*through (6) may'be',grounds for termination of the contract,'and for debarment.as provided in 29CFR 5.6, I I3 ' part of this contract. Provided,however, The Secretary of Labor has found, upon the written request of the contractor, that the applicable standards of the Davis-Bacon Act have been met. The Secretary of Labor may require the contractor to set aside in a separate account assets for the meeting of obligations under the plan or program. (2) Withholding The County may withhold or cause to be withheld from the contractor so much of the accrued payments or advances as may be considered necessary to pay laborers and mechanics employed by the contractor or any subcontractor on the work the full amount of wages required by the contract: In the event of failure to pay any laborer or mechanic employed or working on the site of the work, or under the United States Housing Act of 1937 or under the Housing Act of 1949 in the construction or development of the pro- ect, all or part of the wages required by the contract, the Agency) may, after written notice to the contractor, sponsor, applicant, or owner, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds until such violations have ceased. (3) Payrolls and basic records (i) Payrolls and basic records relating thereto will be maintained during the course of the work and preserved for a period of three years thereafter for all laborers and mechanics working at the site of the work, or under the United States Housing Act of 1937, or under the Housing Act of 1949, in the construction or develop- ment of the project. Such records will contain the name and address of each such employee, his correct classification, rates of pay (including rates of contributions or costs anticipated of the types described in section 1 (b) (2) of the Davis-Bacon Act), daily and weekly number of hours worked, deductions made and actual wages paid. Whenever the Secretary of Labor has found'Under 29 CFR S.S (a) (1) (iv) that the wages of any laborer or mechanic include the amount of any costs reasonably anticipated in providing benefits under a plan or program described in section 1 (b) (2) (B) of the Davis-Bacon Act, the contractor shall maintain records which show that the commitment to provide such benefits is enforceable, that the plan or'program has been communicated in writing to the laborers or mechanics affected, and records which show the costs anticipated or the actual cost incurred in providing such benefits. (ii) The contractor will submit weekly a 'copy of all payrolis, tq the (write in name of appropriate Federal 'agency) if the agency is a party to the contract, but if the agency is not such a party the contractor will'submit the payrolls to the applicant, i sponsor or owner, as tlie,case may be, for transmission to the (write n, name of agency). The copy shall be Accompanied by a statement signed by the employer or his agent indicating that the payrolls are correct and complete, that the wage rates contained therein are not less than those determined by the. Secretary of,Labor aiid that the classifications set forth for' each Tabcrer.or, meghanic' FEDERAL'•REQUIREMENTS The Contractor is informed that Federal Funds will be used to finance this Project and the following Federal requirements must be complied with: Equal E 10 ment Opportunity --' During the performance of this Contract the Contractor agrees as follows: (1) Minimum Hayes (i) All mechanics and laborers employed or working upon the site of the work, or under the United States Housing Act of 1937 or under the Housing Act of 1949 in the construction or development of the project, will be paid unconditionally and not less often than once a week, and without subsequent deduction or rebate on any account (except such payroll deductions as are permitted by regulations .issued by the Secretary of Labor under the Copeland Act (29 CFR Part 3), the full amounts due at the time ofpayment computed at wage rates not less than those contained in the wage determination decision of the Secretary of Labor which is attached hereto and and made a part hereof, regardless of any contractual relationship which may be alleged to exist between the contractor and such laborers and mechanics; and the wage determination decision shall be posted by the contractor at the site of the work in a prominent place where it can be easily seen by the workers. For the purpose of this cluse, contributions made or costs reasonably anticipated under seicton 1 (b) (2) of the Davis-Bacon Act on behalf of laborers or mechanics, subject to the provisions of 29 CFR 5.5 (a) (1) (iv). Also for the purpose of this-clause, regular contributions made or costs incurred for more than a weekly period under plans, funds. or programs, but covering the particular weekly period are deemed to be constructively made or incurred during such weekly period. i (ii) The contracting officer shall require that any class of laborers or mechanics which is not listed in the wage determination and which is to be employed under the contract, shall be classified or reclas- sified conformably to the wage determination, and a report of the ! action taken shall be sent by the Federal agency to the Secretary of Labor. In the event the interested parties cannot agree 'on the proper classification or reclassification of a particular class of laborers and mechanics to be used. the question accompanied by the recolftnd- ation of the contracting officer shall be referred to the Secretary for final determination. i (iii) The contracting officer shall require, whenever the minimum wage rate prescribed in the contract for a class of laborers or mechanics includes a fringe benefit which is not expressed as an hourly wage rate and the contractor is obligated to pay a cash equiva- lent of such a fringe benefit,*an hourly cash equivalent thereof to be established. In the event the interested parties cannot agree upon a cash equivalent of the fringe benefit, the question, accom- panied by the recommendation of the contracting officer, shall be referred to the Secretary of Labor for determination. ! (iv) If the contractor does not make payments to*a•trustee or other third person, he may consider as part of the wages of any laborer, or mechanic the amount of any costs reasonably anticipated in providing benefits under a plan or program of a type expressly,.listed in the wage determination decision of the Secretary of Labor which is•a • I-1. B. Requirement--An Affirmative Action Plan (Con't) Part IV: Compliance and Enforcement. (Coni) above and by making every good faith effort to make those steps work toward the attainment of its goals within its timetables. The pendency of such formal proceedings" shall be taken into consideration by Contra Costa County in determining whether such contractor or subcontractor can comply with the requirements contained therein and is therefore a "responsible prospective contractor." It shall be no excuse that the union with which the contractor has a collective bargaining agreement providing the exclusive referral failed to refer minority employees. The procedures set forth in these conditions shall not apply to any contract when the Contra•Costa County Public Works Department determines that such contract is essential to the national security and that its award without following such procedures is necessary to the national security. Contractors and subcontractors must keep such records and file such reports . relating to the provisions of thele Bid Conditions as shall be required by the Contra Costa County Public Works Department. Submittal of CALTRANS form HC-7, FEDERAL-AID HIGHWAY CONSTRUCTION CONTRACTOR'S EEO REPORT or optional form 66, MONTHLY 14ANPOWER UTILIZATION REPORT will be required monthly. Additional forms or reports that may be required will be presented at a pre-construction conference to be held prior to the start of work. For the information of bidders, a copy of the Contra Costa Plan may be obtained from the Contra Costa County Public Works Department. H4 x . - _ •, �.s_-r,=..�c.vs';g..__.: ...k __ 4+-. _.-.�> ,xr._'.w �� 'T:_.r5,_ ... yi...S.t '�11 t .`=3e,:sr�...w:.:L.�.,.7�..�i-Yi-`r�.$%�, _ ..,. �. B. Requirement--An Affirsative Action Plan (Con't) Part IV: Compliance and Enforcement_. (Con't) , clause, including suspension, termination and cancellation of existing subcontracts as may be imposed or ordered by the Contra Costa County Public Works Department. Any bidder or contractor or subcontractor who shall fail to carry out such sanctions and penalties shall be deemed to be in noncompliance with these Bid Conditions. Violation of any substantial requirement in the Contra Costa Plan by a contractor or subcontractor covered by Part 1 of these Bid Conditions, including the failure of suph contractor or subcontractor to make a good faith effort to meet its fair share of the trade's goals of minority manpower utilization, or of the requirements of Part 11 hereof by a contractor or subcontractor who is covered by Part 11 , shall be deemed to be in noncompliance by such contractor or subcontractor with the Equal Opportunity Clause of the contract, and shall be grounds of imposition of the sanctions and penalties provided herein. The Contra Costa County Public Works Department shall review its contractors' and subcontractors' employment practices during the performance of the contract. In regard to Part 11 of' these conditions, if the contractor or subcontractor meets its goals or if the contractor or subcontractor can demonstrate that it has made every good faith effort to meet those goals, the contractor or subcontractor shall be presumed to be in compliance with these Bid Conditions and no formal sanctions or proceedings leading toward sanctions shall be instituted unless the agency otherwise determines that the contractor or subcontractor is not providing equal employment' opportunities. In ,judging whether a contractor or subcontractor has met its goals, the agency will consider each contractor's or subcontractor's minority manpower utilization and will not take into consideration the minority manpower utilization of its subcontractors. '.there the agency finds that the contractor or subcontractor has failed to comply with the requirements of these Bid Conditions, the agency shall take such action and impose such sanctions as may be appropriate, including,. but not limited to: 1. Withholding of payments to the contractor under the contract until the contractor complies, and/or 2. Cancellation, termination or suspension of the contract, in whole. or in,part, and/or 3.. To the extent allowed by applicable State Statutes, the contractor may be declared ineligible for further County Public Works contracts until he satisfies the County that he has established and is'implementing an Equal' Employment Opportunity program which conforms to the provisions contained herein.' When the agency proceeds with such formal action, it has the burden- of proving that the contractor has not met- the requirements of these Bid Conditions, but the contractor's failure to meet his goals shall shift to him the requirement to come forward with evidence to show that he -has met the "good faith" requirements of these Bid Conditions by instituting at least the Specific Affirmative Action steps"listed «S k w t 'ia4 u � x spa• 7_11i 4v a r 5 X' 1 v .•1 a's -,.-v.ra ...�s +` B. Requirement--An Affirmative Action Plan (Can't) *Part III: Certifications. (Can't) B. Subcontractors' Certifications. . Prior to the award of any subcontract under this Invitation for Bids, regardless of tier, the prospective subcontractor must execute and submit to the Prime Contractor the following certification, which will be deemed a part of the resulting subcontract: SUBCONTRACTORS' CERTIFICATION certifies that: (Subcontractor) 1. it intends to employ the following listed construction trades in its work under the subcontract 2. (a) as to those trades set forth in the preceding paragraph one hereof for which it is eligible under Part l of these Bid Conditions for participation in the Contra Costa Plan, it will comply with the Contra Costa Plan on this and all future construction work in Contra Costa County, subject to these Bid Conditions, those trades being: and/or (b) as to those trades for which it is required by these Bid Conditions to comply with Part 11 of these Bid Conditions, it adopts` the minimum minority manpower utilization goals and the specific affirmative action steps contained in said Part 11 on this and all future construction work in Contra Costa County, subject to these Bid Conditions, those trades being: an 3. it will obtain from each of its subcontractors prior to the award of any subcontract under this subcontract the subcontractor certification required by these Bid Conditions. (Signature of authorized representat ve of bidderr C. Materiality and Res onsiveness. The certifications required to be made by the bidder pursuant to these-B- Conditions 'is material and will govern the bidder's performance on the project and will be made a part of his bid. Failure to,submit the certification will render the bid nonresppnsive. Part IV: Compliance and Enforcement. Contractors are responsible for informing' their, subcontractors regardless of tier as to their respective obligations under Parts land 11 hereof (as applicable). The bidder, coptractor or subcontractor shall carry out such-sanctions and penalties for violation of the equal opportunity * Sample form only. Official. form is part of the Proposal (Bid. form). Section. ti _. .aka W'.+F:4r.d. ��tc -Fa�T,_k.,a ? r......... ,_. X23.-z. .-.-3 a.z.,_..•�:��0'. ... s ., ,._Y����xt«�._ cr..i�.3'#s':'�z..r.�•�... _�a'k_ . 8. Requirement--An Affirmative Action Plan (Con't) Part III: Certifications. A. Bidders' Certification. A bidder will not be eligible for award of a contract under this Invitation or Bids unless such bidder has submitted as a part of its bid the following certification, which will be deemed a part of the resulting contract: BIDDERS' CERTIFICATION . certifies that: (Bidder)' ' 1. it Intends to employ the following listed construction trades in its work under the contract ' and 2. (a) as to those trades set forth in the preceding paragraph one hereof for which it is eligible under Part 1 of these Bid Conditions for participation in the Contra Costa Flan, it will comply with the Contra Costa Plan on this and all future construction work in Contra Costa County within the scope of coverage of that Plan, those trades being: and/or (b) as to those trades for which it is required by these Bid Conditions to comply with Part 11 of these Bid Conditions, it adopts the minimum minority manpower utilization goals and the specific affirmative action steps contained in said Part 11 on this and all future construction work in Contra Costa County, subject to these Bid Conditions, those trades being: and 3. it will obtain from each of it's subcontractors and submit to the contracting or administering agency prior to the award of any subcontract under this contract the subcontractor certification required by these Bid Conditions. (Sig-nature of authorized representative of bidder) H"!6 A flt va ,it z t8,cI`x:.�..:. -• '`'��a »«..;�e... "` ':;, ,_ ..... .. ,..,E.. .. .. £' .z--21-,a'ti+5 :.+ F S x:or. .. .,. .,..r�.:.. a. ... B. Requirement--An Affirmative Action Plan (Con't) n. The contractor shall make certain that all facilities and company activities are nonsegregated. o. The contractor shall continually monitor all personnel activities to ensure that his EEO policy is being carried out. p. The contractor shall solicit bids for subcontracts from available minority subcontractors engaged in the trades covered by these Bid Conditions, including circulation of minority contractor association. 3. Contractors and Subcontractors Deemed to be Bound by Part il . In the event a contractor or subcontractor, who is at the time of bidding eligible under Part 1 of these Bid Conditions, is no longer participating in an -affirmative action plan acceptable to the Director of the Office of Federal Contract Compliance, including the Contra Costa Plan, he shall be deemed to be committed to Part 11 of these Bid Conditions. Further, whenever a contractor or subcontractor who, at the time of bidding is eligible under Part 11 of these Bid Conditions, uses trades not contem- plated at the time he submits his bid, he shall be committed to Part 11 for those trades.. Whenever a contractor or subcontractor is deemed to be committed to Part 11 of those Bid Conditions, he shall be considered to be committed to a manpower utili- zation goal of the minimum percentage range for that trade for the appropriate year. 4. Subsequent Signatory to the Contra Costa Plan. Any contractor or subcontractor subject to the requirements of ts Part 11 for any trade at the time of the submission of his bid, who, together with the labor organization with whom it has a collective bargaining agreement, subsequently becomes a signatory to the Contra Costa Plan, either individually or through an association, may meet its requirements under these Bid Conditions for such trade, if such contractor or subcontractor executes and submits a new certification committing himself to Part 1 of these Bid Conditions. No contractor or subcontractor shall be deemed to be subject to the requirements of Part 1 until such certification is executed and submitted. S. Nondiscrimination. In no event may a contractor' or subcontractor utilize the goals. -t ,meta es or affirmative action steps required by this Part 11 in such a manner as to cause or result in discrimination against any person on account of race, color, religion, sex or national origin. B. Requirement--An Affirmative Action Plan (Con't) b. The contractor shall maintain a file of the names and addresses of each minority worker referred to him and what action was taken with respect to each such referred worker and, if the worker was not employed, the reasons therefor. If such worker was not sent to the union hiring hall for referral or if such worker was not employed by the contractor, the contractor's file shall document this and the reasons therefor. c. The contractor shall promptly notify the CONTRA COSTA COUNTY PUBLIC WORKS DEPARTMENT when the union or unions with whom the contractor has a collective bargaining agreement has not referred to the contractor a minority worker sent by the contractor or the contractor has other information that the union referral process has impeded him in his efforts to meet his goal. d. The contractor shall participate in training programs in the area, especially those funded by the Department of Labor. e. The contractor shall disseminate his EEO policy within his own organization by including it in any policy manual; by publicizing it in company newspapers, annual reports, etc.; by conducting staff, employee and union representatives' meetings to explain and discuss the policy; by posting of the policy; and by specific review of the policy with minority employees. f. The contractor shall disseminate his EEO policy externally by informing and discussing it with all recruitment sources; by advertising in news media, speci- fically including minority news media; and by notifying and discussing it with all subcontractors and suppliers. The contractor shall make specific and constant personal {both written and oral recruitment efforts directed at all minority organizations, schools with minority students, minority recruitment organizations and minority training organi- zations within the contractor's recruitment area. h. The contractor.shal I make specific efforts to .encourage present minority employees to recruit their friends and relatives. i. The contractor shall validate all man specifications, selection require-, menta, tests, etc. J. The contractor shall make every effort to promote after-school ; summer and vacation employment to minority youth. k. The contractor shall develop'on-the-job training opportunities and participate and assist in any association or employer-group training programs relevant to the contractor's employee needs consistent with- its obligations under this Part . 1. The contractor shall continually inventory and evaluate all minority personnel for promotion opportunities and encourage minority employees to seek such opportunities. m. The contractor shall make sure that seniority practices, job, classifica- tions, etc., do not have a discriminatory effect. as B. Requirement--An Affirmative Action Plan (Con't) its contract or subcontract. The manhours for minority work and training must be substantially uniform throughout the length of the contract on all projects and for each of the trades. 5urther, the transfer of minority employees or trainees from employer-to-employer or from project-to-project for the sole purpose of meeting the contractor's or subcontractor's goals shall be a violation of these conditions. ,'In reaching the goals of minority manpower utilization required of bidders, contractors and subcontractors pursuant to this Part 11, every effort shall be made to find and employ qualified journeymen. However, where minority journeymen are not available, minority trainees in pre-apprenticeship, apprenticeship, journeyman training or other training programs may be used. In order that the nonworking training hours of trainees may be counted in meeting the goal, such trainees must be employed by the contractor during the training period, the contractor must have made a commitment to employ the trainees at the completion of their training and the trainees must be trained pursuant to established training programs which must be the equivalent of the training programs now or hereinafter provided for in the Contra Costa Plan with respect to the nature, extent and duration of training offered. A contractor or subcontractor shall be deemed to be in compliance with the terms and requirements of this Part 11 by the employment and training of minorities in the appropriate percentage of his aggregate work force in Contra Costs County, California for each trade for which it is committed to a goal under this Part 11. However, no contractor or subcontractor shall be found to be in noncompliance solely on account of its failure to meet its goals within its timetables, but such contractor shall 'be given the opportunity to demonstrate that it has instituted all of the specific affirmative action steps specified in this Part 11 and has made every good faith effort'to make these steps work toward the attainment of its goals within its timetables, all to the purpose of expanding minority manpower utilization on ail of its projects in Contra Costa County, California. In all cases, the compliance of a bidder, contractor or subcontractor will be determined in accordance with its respective obligations under the terms of these Bid Conditions. Therefore, contractors or subcontractors who are governed by the provisions of this Part 11 shall be subject to the requirements of that Part, regardless of the obligations of its prime contractor or lower tier subcontractors. . All bidders and all contractors and subcontractors performing or to perform work on projects subject to these Bid Conditions hereby agree to inform their subcontractors of their respective obligations under the terms and requirements of these Bid Conditions, including the provisions relating to goals of minority employment and. training. 2. Specific Affirmative Action Steps. Bidders, contractors and subcontractors subject to this Part 11 must engage in affirmative action directed at increasing minority manpower utilization, which is at least as extensive and as' specific as the following steps: a. The contractor shall notify community organizations that the contractor has employment opportunities available and shall maintain records of the organizations' response. .' H-3 ._ R,• �.��..�.�� ,�`'" ,.-�, .z.xk�Ft sx`x�. .�__ ."�"'lk6� .Ka.'=;. ..�.a�i.:� �._..,.�f= i,tRx*e+ . K.�;r .: ..�.,� Part 11: A. Coverage (Con't) 3. Are signatories to the Contra Costa Plan, but are parties to collective bargaining agreements with labor organizations who are not hereafter cease to be signatories to the Contra Costa Plan. 4. Are signatories to the Contra Costa Plan, but as to which not specific commitment to goals of minority manpower utilization by labor organization have been executed pursuant to the Contra Costa Plan; or S. 'Are no longer participating in an affirmative action plan acceptable to the Director, OFCC, including the Contra Costa Plan. 8. Requirement--An Affirmative Action Plan. The bidders, contractors and subcon- tractors described In paragraphs I through 5 'above will not be eligible for award of a contract under thfs'Invitation for Bids, unless it certifies as prescribed in paragraph 2b of the certification specified in Part 111 hereof that it adopts the minimum goals and timetables of minority manpower utilization, 1/ and specific affirmative action steps set forth in Section 8.1 and 2 of this Part 11 directed at increasing minority manpower utilization by means of applying good faith efforts to carrying out such steps or is deemed to have adopted such a program pursuant to Section 8.3 of this Part 11. Both the goals and timetables, and the affirmative action steps must meet the requirements of this Part 11 as set forth below for all trades which are to be utilized on the project; whether-subcontracted or not. I. Goals and Timetables. The goals of minority manpower utilization for the bidder and subcontractors are applicable to each trade -not othgrwise bound by the provisions of Part 1 hereof for the folaowing time periods for each trade which will be used on the project within Contra Costa County, California. The ranges for all trades to be utilized on the project shall be as follows: Until 9/30/72 9.3% - 11 .8% From 10/1/72 until 9/30/73 11.8% - 14.5% From 10/1/73 until 9/30/74 14.5% - 17.0% From. 10/1/74 until 9/30/75 17.0% - 19.5% In the event that under a contract which is 'subject to these Bid Conditions any, work is performed in a year later than the latest year for which acceptable ranges of minority manpower utilization have been determined herein, the ranges for the period' 10/1/74 through 9/30/75 shall be applicable to such work. The percentages of minority manpower u.tilization above are expressed in terms of manhours of training and employment as a proportion of the total manhours to,be, worked by the bidder's, contractor's and subcontractor's entire work force in that trade on all projects in Contra Costa County, California during the performance of ARi�� g l/ Minority is defined as including Negroes, Spanish Suenamed .Americans,+_Orientals and American Indians. 7 A. yz„ c b �� yt ,s: r `z ■ t.., n,}afii,'+;?i.rae.¢, ''2rs•'Zs.^'-�+'x;5w-si ,:! `d:=.....t:?._.`.+t, 5 .. a 9 '"iT ? k'4s �: .sE^,s �,c it 3wy _ AFFIRMATIVE ACTION PLAN, COUNTY OF CONTRA COSTA 1. AREA AFFIRMATIVE ACTION PLAN The Area. Plan applicable to this profect'shall be the Contra Costa Plan on minority employment. Organizations subscribing to said Plan include, but are not limited to, certain trades from the Contra Costa County Building and Construction Trades Council, Local Construction Trade Unions, and General and Specialty Contractors' Associations. Contractors participating in the Contra Costa Plan may qualify under Part 1 of Section (2), "Affirmative Action Requirements," of these special provisions for the following designated craft, if said craft is to be utilized on this project: PLUMBERS OIS9 2. AFFIRMATIVE ACTION REQUIREMENTS Part 1: The provisions of this Part 1 apply to bidders, contractors and subcontractors with respect to those construction trades for which they are parties to collective bargaining agreements with a labor organization or organizations and who, together with such labor organizations, have agreed to the Tripartite Agreement for Contra Costa County, California (but only'as to those trades as to which there are commitments by labor organizations to specific goals of minority manpower utilization), together with all implementing agreements that have been and may hereafter be developed pursuant thereto, all of which documents are incorporated herein by reference and are hereinafter cumulatively referred to as the Contra Costa PI an. Any bidder, contractor or subcontractor using one or more trades of construction employees must comply with. either Part 1 or Part 11 of these Bid Conditions as to each such trade. Thus, a bidder, contractor or subcontractor may be in compliance with these conditions by its inclusion, with its union, in the Contra Costa Plan a specific commitment by that union to a goal of minority manpower utilization for such trade "A." thereby meeting the provisions of this Part 1, and by its commitment to Part it in regard to trade "B" in the instance in which it is not included in the Contra Costa Plan and. therefore, cannot meet the provisions of this Part 1. To be eligible for award of a contract under Part 1 of this Invitation for Bids, a bidder or subcontractor must execute and submit as part of its bid.the certification required by Part 111 hereof. Part 11: A. Covera e. The provisions of this Part 11 shall be applicable to those UTU ers, contractors and subcontractors. who, in regard to those construction trades to be employed by them on the project to which these bid conditions pertain. 1. Are not or hereafter cease to be signatories to the Contra Costa Plan referred to in Part 1 hereof; 2. Are signatories to the Contra Costa Plan, but are not parties to collective bargaining agreements*,* H-1 ZA 17. PREFLRENCC FOR MATERIALS. The Public Agency desires to promote the industries and economy of Contra Costa County, and the Contractor therefore promises to use the products, workmen, laborers and mechanics of this County in every case where the price, fitness and quality are equal. 18. ASSIG:11XJ:T. This agreement binds the heirs, successors, assigns, and representatives of the Cantractorf but he cannot assign it in whole or in part, nor any monies due or to became due under its without the prior written consent of the Public Agqency and the Contractor's surety or sureties, unless they have waived notice of au ignment. 19. NO :fAIVEA Hy PUBLIC AGENCY. Inspection of the work and/or materials, or approval of workan or materia s nspocto , or statement by any officer, agent or employee of the Public Agency indicating the work or any part thereof complies with the requirements of this contract, or acceptance of the whole or any part of said work and/or materials, or payments therefor, or any combination of those acts, shall not relieve the Contractor of his obligation to fulfill this contract as proscribadl nor shall the Public Agency be thereby *stopped from bringing any action for damages or enforcement arising from the failure to comply with any of the terms and conditions hareof. 20. HOLD ItARN.LF.SS & lltcet.^IlTY. (a) Contractor promises to and shall hold harmless and n enn y rem ariZ5111ties as defined in this section. ib) The ind*mnitees benefited and protected by this promise are the Public Agency and its elective'!and apppointive boards, commissions, officers, agents and employees. (c) The liabilities protected against are any liability or claim for damage of any kind allegedly suffered, incurred or threatened because of actions defined below, including personal injury, death, property damage, inverse condemnation, or any combination of theta, regardless of whether or not such liability, claim or damage was unforeseeable at any time before the Public Agency approved tits improvement plan or accepted the improvements as completed, and including the defense of any suit(s) or action(s) at law or equity concerning these. (d) The actions causing liability are any act or emission (negligent or non-negligent) in connection ws—'cn"Fie matters covered by this contract and attributable to the contractor, subcontractor(a), or any officor(s), agent(s) or employoe(s) of one or more of them. (e) :ton-Conditlons1 The promise and agreement in this section is not conditioned or dependent on wne er or not any Indemnitee has prepared, supplied, or approved any plants), drawinq(s), specification(s) or special provision(s) in connection with this work, has insurance or other indemnification covering any of these matters, or that the alleged damage resulted partly from any negligent or willful misconduct of any Indemnitee. 21. L::CAVATI011. Contractor shall comply with the provisions of Labor Code Sec. 6705, if app ca eoy�submittinq to Public Agency a detailed plan showing the design of shoring, bracing, sloping, or other provisions to be made for worker protection from the hazard of caving ground during trench excavation. G-q' zck (CC-11 Rev. i1-76) 4�, r•� "� t ;e+Lv 6y".a'3_ .1s work., it snall issue a certificato to the Contractor and pay the balance of-the contract price after deducting all amounts withhold under this contract, provided the Contractor shows that all claims for labor and materials have been paid, no claims nave been presented to the Public Agency based on acts or omissions of the Contractor, and no lions or withhold notices have been filed against the work or site, and provided there are not reasonable inaications of detective or missing work or of late-recorded notices of lions or claims against Contractor. 4. 111SURMCL. (Labor Code 551060-61) On signing this contract, Contractor must give iul�Flia ligancy (1) a certificate of consent to self-insure issued by the Director of Industrial Relations, or (2) a certificate of Workers' Compensation insurance issued by an admitted insurer, or (3) an exact copy or duplicate thereof certified by the Director or the insurer. Contractor is aware of and complies with Labor Code Sea. 3700 and the Workers' Compensation Law. 10. HOIJDH. On signing this contract Contractor shall dolivdr to Public Agency for approval good and sufficient bonds with sureties, in asount(s) specified in the specifi- cations or special provisions, guaranteeing his faithful performAnce of this contract and his payment for all labor and materials hereunder. 11. PAI M TO PERFORMO If the Contractor at any time refuses or neglects, without fault o do I Agency or its agent(s), to supply sufficient materials or workmen to complete this agreement and work as provided heroin, for a period of 30 days or more after written notice thereof by the Public Agency, the Public Agency may furnish same and deduct the reasonable expenses thereof from the contract price. 12. LAWS APPLY, uonerai. Bath parties recognize the applicability of various federal, state and l laws ane regulations, especially Chapter 1 of tart 7 of the California Labor Code (beginning with Sec. 1720, and Including Saca.> 1735 1777.5, i 1777.6 forbiddLAQ discrimination) and intend that this agreement eomplios therewith. TMs parties apoeifieally stipulate that the relevant penalties and forfeitures provided in the Labor Code, especially in Secs. 1775 a 1813, concarninq prevailing wages and hours, shall apply to this agreement as though•fully stipulated heroin. 13. SUDCOUTRA MRS. Government Code $64100-4113 are incorporated herein.• li. t+AGE RATES. (a) Pursuant to Labor Code See. 1773, the Director of the Department of n ustr al Relations has ascertained the general prevailinj rates of wages per dies, and for holiday and overtime work, in the locality in which this work is to be performed, for each craft, classification, or type of workman neoded to execute this contract, and said rates ars as. specified in the call for bids for this work and are on file with the Public Money, and are hereby incorporated heroin. M This schedule of wages is based on a working day of 8 hours unless otherwise specified$ and the daily rate is the hourly rate multiplied by the number of hours can- stituting tho working day. When lass titan that number of hours are worked, the daily wage rate is proportionately reduced, but the hourly rate remains as stated. (c) The Contractor, and all his subcontractors, must pay at least those rates to all persons on this work, including all trawl, subsistence, and fringe benefit payments provided for by applicable collective bargaining agreements. All skilled labor not listed above must be paid at least the wage scale established by-collective bargaining agreement for such labor in the locality where such work is being performed. If it becomes neces- saryfor the Contractor or any subcontractor to employ any person in a craft, classifi caon or type of work (•accept executive, supervisory, administrative, clerical or other non-manual workers as such) for which no IN ,=r wage rate is specified, the Contractor shall immediately notify the Public Agency which shall promptly detossaise the prevailing wage rats t:cerefor and furnish the Contractor with the minimus rate be* thereon, which shall apply from the time of the initial employment of the person affected and during the continuance of such omployrent, 15. HOURS OF LABOR. Eight hours of labor in one calendar day constitutes a legal day's work, and no war:un omployod at any time on this wort: by the Contractor or by any sub- contractor shall be zaquirsd or permitted to wor): longer thereon except as provided is Labor Code Secs. 1810-1315. 16. APPRENTICES. Properly indentured apprentices may be employed on this work in accordance v T Labor Code Sacs. 1777.5 and 1777.6, forbidding discriminatis'*% • (CC=1r Rail. 11-76) �• i _ ... .....;=v. -.,•e ..;-.,s,' Tx..,.,`gs N"N :u?a�+nf,. N#,..4«.. .=.".``-.xas^s ..,�a3 ; " " ;t:�.1 a-aaf:;` , 2: <"` 3. UORK COttTRACt CHANGES. (a) Ay their signatures in Section 2, affective on the above ate, these parties proasso and agree as set forth in Lois contract, incorporating by these references the material ('special terms") in Sec. 1. (b) Contractor shall, at his own cost and expanse, and in a worlmanlike mannor, fully and faithfully perform and complete f the works and will furnish all materials, labor, services and transportation necessary, convenient and proper in order fairly to perform the requirements of this contract, all strictly in accordance with the Public Agency's plans, drawings and specifications. (c) The work can be changed only with Public Agency's prior written order specifying such change and its cost agreed to by the partiest and the Public Agency shall never have to pay more than specified in Sec. 7 without such an ardor. 4. TIMEt 110TICE TO PAACEED. Contractor shall start this work as directed in the specs- cat ons or the :.otic* to Proceeds and shall complete it as specified in Sec. 1. k;_._ LIQU2pD DAMAGES. If the Contractor fails to complete this contract and this work in oAT1%me fLxad therefor, allowance being made for contingencies as provided herein, he becomes liable to the Public Agency for all its lose and damage therefroat and because, from the nature of the case, it is and will be impracticable and extremely difficult to ascertain and fix the Public Agency's actual damage from any delay in performance hereof, it is agreed that Contractor will pay as liquidated damages to the Public Agency the reasonable sum specified in Sea. 10, the result of the parties' reaionable endeavor to estimate fair average compensation therefor, for each calendar day's delay in finishing said works and If the same be not paid, Public Agency may, In addition to its other remedies, deduct the sane from any money due or to become due Contractor under this con- tract. If the Public Agency for any cause authorizer or contributes to a delay, suspen- sion of work at extension of tits., its duration shall be added to the time allowed for completion, but it shall not be deemed a waiver nor be used to defeat any right of the Agency to damages for non-completion or delay hereunder. Pursuant to Government Code Seo. 4215, the Contractor shall not be assessed liquidated damages for delay in completion of the work, when such delay was caused by the failure of the Public Agency or the owner of a utility to provide for removal ar relocation of existing utility facilities. 6. IttTECRATED DOCUtiEIMS. The plans, drawings and specifications ar rpeatal provisions o e c gamy s call for bids, and Contractor"s ec��ce��ted bid for this work are hereby incorporated into this s contracts and they are into�na% "co-operate, to that any- tltin exhibited in the plans or drawings and not mentioned in the specifications or special provisions, or vice versa, is to be executed as If exhibited, mentioned and set forth in both, to the true Intent and meaning thereof when taken all together# and differences of opinion concerning these shall be finally determined by Public Agency's Agent Specified in Ste. 1. i. PAYIt�Ctt11. (a) ror his strict and literal fulfillment of these promises and conditions, &ncu—full compensation for all this work, the Public Agency shall pay the Contractor the sun specified in See. 1, except that in unit price contracts the payment shall be for finished quantities at unit bid prices. (b) On or about the first day of each calendar month the Contractor shall submit to t the Public Agency a verified application for payment, supported by a statement showing all materials actually Installed during the preceding month, the labor a nd*d thereon, , and the cost thereofi whereupon, after ehsckin the Public Agency shall issue to Contractor a certificate for the amount determined to be due, minus l0♦ thereof pursuant to Government Code Sec. 53067, but not until defective work and materials have been removed. replaced and made good. 8. PMM11TS WITHHELD. (a) The Public Agency or its agent may withhold any payment, at *cause of later discovered evidence nullify all or any certificate for payment, to such extent and period of time only as may be necessary to protect the Public Agency from lose because of$ (1) Defective work not remedied, or uncompleted work, or (2) Claims filed or reasonable evidence indicating probable filing, or (3) Failure to properly pay subcontractors,or for material or labor, or' (4) Reasonable doubt that the work can be completed for the balance then unpaid, or (5) Damage to another contractor, or (6) Damage to the Public agency, other than damage due to delay*. (b) Tho Public Agency shall use reasonable diligence to discover and report to the Contractor, as the work progresses„ the materials and labor which ars not satisfactory to e it, so as to avoid unnecessary trouble or cost to the Contractor in making good any . de:ectivo work or parts. (c) 35 calendar days after the Public Agency files its notice of completion of the entire G-2• ° Okloi icc-lt 34v. .?.a...:'cc.-=Y»a3�9�w.. _s.�z a'� .v.....<� S���`'f�. G�'�,# *�h^c`�,��.,'�''¢:�;5�'�.�s�-#'•��1., ..d}'S5`$'-� k x€a��J�` °Sks�t,` ti.., v CONTRACT (Construction Agreement) (Contra Costa County Standard Form) ],SPECIAL TPR:US. These special terms are incorporated below by reference. (SS203) Parties,, (public Agoneyl (Contractor) omp eco larjol nano (521 cffootivs Datat (Sae 14 for starting date.) (521 the Horkt t (54) Completion tines (strike out (a) or (b) and *calendar* or 'working') (a) By (dotal (b) Within calandar/working days from starting date. (SS) Liquidated Dauapeet f per calendar day. (S6) Public Agenay'e dpentt (67) Contract Prieet 6 (for unit price contractat more or less, in ecce, ante w n s e quantities at unit bid prices,) (Strike out parenthetical material if inapplicable.) S. SMIA,7RES 4 ACVCYtSD&1t97. �bt{e Aoeno:. Oyt (president, Chairman Or Other uasignatad Representative) (Secretary) Contractor, hereby also acknowl•dginyy awareness of and compliance with tabor Code S1661 concorn inq Workers' Compensation Lar. sy t (Conaow►Tt as gnat• official capacity in the usbnese) SCALL . sy: esignats official capac ty an the buslassol ,,lots to Contractor !11 a'v oute acknowledgment ford below, and f81 if a corpora- tion, affix Corporate seat. 1: - State o! California ) ACxUOVLEDONIUt (by Corporation, County of ) ss' artn•rs p, or Individual) The person(s) signing above for Contractor, known to tae in individual and business capacity as stated, personally appeared before tae today and acknowledged that he/they' executed it and that the corporation or partnership nomad above executed it. Dated& (NOTARIAL SEAL) Notary Public FORM APYROVEO by County Counsel. _ _ - - - - - - - - - - - � - - - - (CC-Is Rev. :1-76) -r.;,•-s., ':S.v.°}+ {-'i`sA:'. •i' `et,�. '§#.' zr ,�;-q. k.x2sFJ PORN STATEMENT TO ACCOMPANY FINAL PAYMENT Tot Contra Costa County Public Works Department County Administration Building Martinez, California Rat Final Payment (Project) Door girt The undersigned Contractor represents and agrees that the final payment includes herein all claims and demands, of whatever stature, which he has or way h&ve against the County of Contra Costa in connection with the contract to construct the above-entitled project, and that payment by the County of the final estimate shall discharge and release it from any and all claims. ' The undersigned hereby certifies that all work, labor, and materials' on this project have been furnished and purchased In full compliance with the contract and with all applicable lava and regulations. f The undersigned states that his claim for final payment to true and correct, that no part has been theretofore paid, and that the amount therein is justly j due. I declare under penalty of perjury that the foregoing is true and correct. Dated , at (City) , California. t� !1 i F-25 ,,001 JP5 ,iii}` : EK A t1%L r�_► CUARANTL FOR CONTRA COSTA COtVT'T BUILDING MARTINEZ, CALIFORNIA We hereby guarantee to the County of Contra Coats the Type of or which we have lastolled In the Name of Building) Californias for year (s) use from date of filing of the completion notice in the 0 ice o t e County Recorder. We agree to repair or replace to the satisfaction of the County any or all such work that my prove defective in workmanship or materials within that periods ordinary wear and tear and unusual &bums or neglect excepted, together with any other work which may be damaged or displaced in so doing. if we fall to comply with the above mentioned conditions within a reasonable time after being notified in writing, we, collectively and separately, do hereby authorise the owner to proceed to have the defects repaired and made good at our expense and we will pay the costa and charges therefore immediately upon demand. This guarantee covers and includes any special terms, including time periods, specified for this work or materials in the plans and specifications for this project. C i This guarantee supersedes any previous guarantees we have made for this particular project. i SUB001frRACrOR i i i Dates - (Affix Corporate Sealy GENERAL CONMA /ACrOR Dates (Affix Corporate Seal) NOTE% If the firm is not a corporation, add a paragraph stating the type of business organisation and the capacity and authority of the person signing the guarantee. it 1 F-24 • +„� Ci<NERAL CONOITiONS (Cont) S,gjQN 28, JVA$AHTE$ (con't.) defect* in the work, he will commence end prosecute with due diligence all work necessary to fulfill the terms of this guarantee, and to complete the work within a reasonable period of tis*, and in the event he fails to so comply, he does hereby authorise the County to proceed to have such work done at the Contractor's expense and he will pay the cost thereof upon de- &and. The County shall be entitled to all costs, including reasonable attorney's fees, necessarily incurred upon the con- tractor's refusal to pay the above costs. Notwithstanding the for*g,oinss paragg�raph in the event of an emergency constituting an im*diate gsaTA to the health or safety of the County's employees, property, or licen- sees, the Ceunty s& undertake at the contractor's expense with- out prior notice at!work necessary to correct such hazardous conditions when it vas caused by work of the Contractor not being in accordance with the requirements of this contract. D. The general contractor and each of the listed sub- contractors shall *%*cute and furnish the County with the standard guarantee forst. J (eee Page 24) 1 F-23 GENERAL CONDITIONS (Con't.) SECTION 25. PAYMENT OF FEDERAL OR STATE TAXES: (Con't) Contract and which are exempt from Federal Excise Tax. SF.CTlON 26. ACCEPTANCE: A. The work shall be accepted in writing only when it s shall have been completed satisfactorily to the County. Partial payments shall not be construed as acceptance of any part of the work. B. In judging the work no allowance for deviations from the drawings and Specifications will be made, unless already approved in writing at the time and in the wooer as called for heretofore. C. County shall be given adequate opportunity to make any necessary arrangements for fire insurance and extended coverage. D. Final acceptance of the Contract will not ba given until all requirements of the contract documents are complete and Mroved by the County. This shall include, but is not limited to, construction, uarantee forms parts list, schedules, tests, operating instructions, and as-built drawings - all as required by the contract documents. SECTION 2I. FINAL PAYMENT AND WAIVER TO CIAIMSi After the official acceptance of the work by the County, the Contractor shall submit to the Cuunty, on A foto acceptable io �• the County, a request for payment in full in accordanes with the tract. The form "Statement to Accompany Final Payment" ( on 114 shall be completed signed by the Contractor, and submitted to t e County with the final payment request. SECTION 2 . GUARANTEE.• A. The Contractor hereby unconditionally guarantees that the work will be done in accordance with requirements of all con- tract, and further guarantees the work of the contract to be and remain free of defects in workmanship and materials for a period of one year from the date of acceptance of the contract, unless a longer guarantee period is specifically called for. The Contractor hereby agrees to repair or replace any and all work, together with any other adjacent work which may be displaced in so doing, that may prove to be not in its workmanship or material within the guar- antee period specified, without any expense whatsoever to the County, ordinary vast and tear and unusual abuse or neglect excepted. g. Contract bonds are in full force and effect during the guarantee period. C. The Contractor further agrees, that within 10 calen- der days after being notified in writing by the County of any work not in accordance with the requirements of the contract or any K 04 �+ 0 F-22 _ �, .,� x_s, a:, .. GENERAL CONDITIONS (Cont,) SECTION 22, IADORi Every pert of the work shall be accomplished by workmen, laborers. or mechanics especially skilled in the class of work required and workmanship shall be the beet. SC TTIGN tl. OCCKPANCY AY THE COUNTY PRIOR TO ACCEtTAKE1 The County reserves the right to occupy all or any part of the project prior to completion of the work, upon written order therefor. In such event. the Contractor will be relieved of responsibility for any Injury or damage to such part as results from such occupancy and use by the County. Such occupancy does not constitute accvptance by the County of the work or any portion thereof, nor will it relieve the Contractor of responsibility for correcting defective work or motorists found at any time before the acceptance �. of the verk as set forth in Section 26 or during the guaranty period after such acceptance. as set forth to Section 28. SECTION 24. PREIERRV,ATJ„Oft,AND CL_EANiNOt A. The Contractor shall protect and preserve the work from all damage or accident, providing any temporary roofs. window and door coverings, bating* or other construction of required by the County. This shall include any adjoining property of the County and others. It. The Contractor shall property clean the work as It progress**. As directed during construction, rubbish shall be removed, and at completion the whole work shalt be cleaned and all temporary construction, equipment and rubbish shall be removed from the site, ail being tort In a clean and proper condition satisfactory to thmCounty. SECTION 21`FAYHRM W FEDERAL OR STATK jay, CS$ Any Federal, State or local tax payable on articles furnished by the Contractor, under the Contract, shall be included In the Contract price and Paid by the Contractor. The County will furnish Excise Tax Exemption Certificates to the Contractor for any articles which are required to be furnished under the > F-21 '-. _ < .� ..• ti.=sr.: �:. ..saw-._..:a. V+'x 4?.�'+�ax ',",k + v s:�'w-za'" Wk'M OENERAL OMITIONS (Can't.) wrloN 21. LM%Gt ORD ERgt (can't.) (d) RECORDS AND SUPPORTIVE INFORMATIONt (1) The Contractor shall maintain his records in such a manner u to provide a clear distinction between the direct costs of extra work paid for an a cost-plus basis and the costs of other operations. (i) contractor shall maintain daily records showing man hours and motorist quantities required for cost puts work. The Contractor ►lull use a form approved or provided by the County. The forms will be filled out in duplicate and the County's inspector will review and attach his roving otansture to the firm an the L61 the irk is perm.; (I) Rental and material charges shall be substantiated by valid copies of vendor's invoices. (L) The contractor's cost records pertaining to cost-plus work shall be open to inspection or audit by the County. (a) rAlUlAt TO EM a TO COST: Notwithstanding the failure of the County and the Contractor to agree as to cost of the proposed change order, the Contractor, upon written ordar Ito* the County, shall proceed immediately with the changed work. Daily job records *hail be kept as indicated in paragraph (d) above and when #Stead to by the Contractor and the construction inspector, \ it shall become the basis for payment of the changed work. Agroement and execution of the daily job record by the construction inspector shall not preclude subsequent adjustment based upon a later audit by the county. F-20 Mir .-�?`_ .�;„'s♦ ;>+ ti 1 1� � ._!�a'r�;�v..4 z�cY,,�-:.-�+''"....S _fir... �F., s...z,._ _ _.... .,,. ....� ,, - i�2£ 1 GENERAL CON01T104S (Con't.) SECTION 21. CHANGE ORDERS: (Con't.) 2. Materials (Can't.) If, in the opinion of the County, the tort of materials is excessive, or if the Contractor falls to furnish satisfactory evidence of the cost to him from the actual supplier thereof, then in either ease the cost of the materials shall be deemed to be the lowest current wholesale price at which similar materials ate available in the quantities required. The County reserves the right to furnish such materials as it deems advisable, and the Contractor shall have no claims for costs or profits on material furnished by the County. 1. Equipment I The actual cost to the Contractor for the use of equipment directly required in the performance of the changed work. In computing the hourly rental of equipment, any time len then 20 minutes shall b "considered one-half hour. No payment will be made for time uhila lqulpment Is Inoperative due to breakdowns or for non•worktng days. In addition, the rental time shall include the time required to move the equipment to the work from the nearest available source for rental of such equipment, and to return it to the source. If such equipment is not moved by its own power, then loading and transportation costs will be paid In lieu of rental time therefor. However, neither moving time nor loading and transportation costs will be paid if the equipment is used on the ( project in any other way than upon the changed work. Individual Dto a of equipment having I replacement value of $1.000 or a,ra scall bi considered to be tops of _r small eyuljnint, aid �o a meet will as ma s t era or. For equipment owned, furnished, or ranted by the Contractor, no cost therefor *hall be recognised In excess of the rental rates aetabllshad by distributors or equipment rental agencies in the locality where the work Is performed. The amount to be paid to the Contractor for the use of equipment as est forth above shall constitute full compensation to the Contractor for the cost of fuel, power, oil, lubrication, supplies, small tools, small equipment, necessary attachments, repairs and maintenance of any kind, depreciation, storage, insurance, labor (except for equipment operators), and any and all costs to the Contractor incidental to the use of such equipment. (c) AUMABLE TIMtE EXTENSIONSI . For any change in the work, the Contractor shall be entitled only to such adjustments in time by which completion of the entire work Is delayed due to performance of the changed work.• Each estimate for a change in the work submitted by the Contractor shall state the amount of extra time that he considers should be allowed for making the requested change. F-19 �.- '1 .• f5 ,.:, L. �s:_.<`3 a- Y.i`f.,'3 aY'SE:.u <B�;i`� f Ii _ •� r n v2, 4 c'^ yn. ""�*�,t {. }a=5,�e3`x•t `;'' ,.k a."` ',,.� it�'r,>. ??.L;„" GENERAL COIWITIONS (Con't.) SEMOR 21. CMANCE ORDERS1 (Con't.) (2) On a unit,price basis. (7) On a cost-plus basis in accordance with the following conditions (a) MARK-11PSt I. for work performed by the Contractor an amount equal to the direct coat (as defined erTi ain)of the work plus ASL of the direct costa for overhead and profit. 2. for work performed by a ub-contractor an amount equal to the direct Costa (as de in• are n of the work plus 20% of the direct costs for overhead and profit. (Suggested breakdowns 15% to the sub-contractor, SL to .. . Contractor.) ). ►or work performed by a sub-sub-contractor an amount equal to the direct costs as defined heraTn—) of the work plus 25% of the direct costa for overhead and profit. (Suggested breakdownt 13% to tub-sub-contractor, SL to sub-contractor, SL to , Contractor.) 4. to no use will the total mark-up be greater than 23% of the direct costs notwithstanding the number of contract tiers actually existing. S. for deleted work the mark-up shalt be IOL of the direct costs or the agreed upon estimate thereof. (b) DIRECT OOSTS1 1. Labatt The costs for labor shall Include any employer payments to or on behalf of the workmen for health and welfare, pension, vacation and similar purposes. Labor rates will not be recognized when in excess of those prevailing in the locality and time the work is being performed. 2, Kateriaist The actual cost to the Contractor for the water a as trectly required for the performs of the changed work. Such cost of materials may include the cost of procurement, transportation and delivery if necessarily Incurred. It a trade discount by the actual supplier to available to the Contractor, it shall be credited to the County. If the materials are obtained from a supply or source owned wholly or in part by the Contractor, payment therefore will not exceed the current wholesale price for such materials. The term "trade discount" includes the concept of cash discount. F-18 ' r CENEW, CVMITILN4 (Coni.) SCTliK19, ;NUT DL1uiN4, DL4C1t1pTIVfyQ�A, tiRy_p�,gS, EAtLltiy(,S= (Con't.) The County W Il examine. with reasonable promptneme, such sub,ilttals. end return of submittals to the Contractor shall not relieve the Contractor from responsibility for deviations and alternatives from the contract Diane and specifications. nor shalt It relieve him from responsibility for errors In the qubmittals. A failure by the Contractor to Identify In his tetter of transmittal tutorial deviations from the plans and Specifications shall void the submittal and any action taken thereon by the County. When specifically requested by the County. the Contractor shall resubmit such shop drevines, descriptive data, and samples as may be required. It any mechanical. electrical. structural, or other changes are required for the Proper Installation and fit of alternative materials, articles. or equipment, or because ofdevlatlona from the contract plans and specifications, such changes shall not be made without the consent of the County &M %half be maAe without additional cost to the County. tcc CM ZQ, SAMPLEc AND TESTSt s I The County reserves the right at lta own sxpsnu to order teats or any part of the work. If As a result of any such tut the vork Is found unacceptable. It will be rejected and any additional test required by the Co.nty shall be at Contractor's expense, Unless otherwise directed. all i samples for testing will be taken by the County from the materials, articles or t equipment dellverede or from work performed, end tests will be under the super- vision of, or directed by, and At such places as may be convenient to the County. 1 Materials. articles, and equipment requiring tests &hall be delivered In ample time before Intended use to allow for testing. and none may be used before receipt r of written approval by the County. Any temple delivered to the County or to the praetaes for examination, Including testing, &hail be disposed of by the Contrsctor at his own expense within not more than ten (10) days after the Contractor acquires knovledae that such examination Is concluded. unless otherwise directed by the County. : SECTION 21. CHANCE ORDERS: i The County reserves the right to order in writing changes in the plane j and specifications, without voiding the contract, and the Contractor *hall comply t with such order. No change or deviation from the plans and specifications will be I made without authority in writing from the County, ' Changed work shall be performed in accordance with the original requirements of the Contract Documenta and previous fully executed Change Orders. A Change Order may adjust the contract price either upward or down- ward in accordance with either or a combination of the following bases, as the County may elect: (1) On a lump sum baste as supported by breakdown of esiimapd costs. • I r F-17 � r CENEPA ODNDITIONS (Can't.) Sr=om 14. Shop DRAWINGS, DESCRIPTIVE DATA, SAMPLES, ALTERNATIVES; (Can't.) S. The Contractor shall submit to the County shop or diagram drawings in the number of copies as required in submittal schedule, or five (S) copies if no schedule is included in these documents. The drawings shall show completely the work to ba done; say error or omission shall be made good by the Contractor at his own expense, even though the work be installed before raw becomes apparent, ss approval by the County covers general layout only, Fabrication, details and inspectton shall conform to approved Contract Drawings. C. Descriptive Datat Submit sets of manufacturer's brochures or other data required by the specifications to the number of copies as required In submittal schedule, or five (S) copies it no schedule to included in theme documents. The County will examine such submittals, noting thereon corrections, and return three copies with a letter of transmittal indicating actions taken by the County or required of the Contractor. D. "lost Submit samples of articles, materials or equipment �� so required by the specifications. The work shalt be In accordance with the approval of the samples. $asplea shall be removed fros County property when directed. Samples not removed by the Contractor, at the County's option. will become the property of the County or will be removed or disposed of by the County at Contractor's expense. E. Alternatives$ For convenience In designation on the plans or in the specifications, certain materials, articles. or equipment may be designated by a brand or trade name or the name of the manufacturer together with catalog designation or other identifying Information, hsretnafter referred to generlcally as "designated by brand name". An alternative material, article, or equipment which is of equal quality and of the required characteristics for tiro purpose Intended say be proposed for use provided the Contractor complies rich the following requiremantst 1. The Contractor shalt submit his proposal for an alternative in writing within the time limit designated in the apeciftcsttons, or It not designated, than within a period which will cause no delay in the work. !. No such proposal will be tonsidere4 unless accompanied by complete Information, and descriptive date, necessary to determine the equality of the offered materials, articles, or equipment. Samples shall be provided when requested by the County. The Contractor shall note that the burden of proof as to the comparative quality or suitability of the offered materials, articles, or equip- �� mant shall be upon that Contractor. The County shall be the sola judge a to such matters. In the event that the County rejects the use of such alternative materials, articles, or equipment, than ons of the particular products destgnsted by brand name shall be furnished. WIG F-16 � s _ . SEVERAL CJ NOTTIOM (Can't.) �Air4IALC- ART1rLEC. AM tnl11PMEKiJ (Conic.) that .peclfled. Request for substitution shall be made In ample tisk for ti. County's consideration an no delay or extra time will be allowed on account thereof. Evidence furnished to the County by the Contractor shall consist of a4y uata else samples of material* testing laboratory reports on material or process, esnufacturer'm Apeolflestlon data, field reports on product's Approval a" use by other public agencies, material costs, and Installation costs and -ulntenane► provinlona and experience or other data as required by the County. The Cewnty'A decision concerning the refusal or acceptance of proposed substitute for that specified shall be accepted as final. Requests for submtitution will only be considered when offered by the Contractor with the reason for substitution. 'Allure to submit competent evidence as required and requested by County shalt be considered grounds for refusal of substitution. The Contractor shall Include a notice of change In contract prices. If substitution is approved. D. All materials shall be delivered so as to Insure a speedy and uninterrupted orogresa of ti-e work, Use, shall be stored so as to cause no obstruction, and so as to prevent overloading of any portion of the structure, and the Contractor shall, be entirely responsible for damage or fou by wat-,ar or ether cause. C. Vlth(D fifteen (15) gays fter the slaning of the Contract, the Contractor shall subigit for approval to the County a comlete dist of ail Hji erI! s It Is proposed to use under this Contrast, which differ In any respect fres utarlals epeelfied. This list shall Include all sater(als which ars Proposee by the subcontractors as well as by himself for use in work of his Contract and which are not specifically mentioned In the Specifications. This list must also Include the figures received by the Contractor In bid form for the material or materlais which are submitted for approval or substitution, together with the figures In bid form of the specified materlal or materials for which substitution* are proposed. In ease a substitute Is offered and accepted as approved equal to materials specified. the cost of which 1a less than the cost of the material or equipment specified. then a credit shall be taken for the difference between the two coats In order that the County shall obtain whatever benefits say be derived from the substitutloit. (allure to propose the substitution of any article within thirty-tive (3)) days atter the sigalfut of the Contract may be deemed sufficient cause for the dentel of request for substitution. tiECT OH 19, SHOP DRAVINCS._DESCRIPTIVC DATA. SAMPLES, AI.TERNATIVE11 A. The Contractor shall submit promptly to the County, so as to cause no delay In the work, all @hop drawings, descriptive data and samples for the various trades as required by the specltications, and otters of alter- natives, It any. Such submittals shall be checked and coordinated by the Contractor with the work of other trades Involved before they are submitted to the County for examination. F-15 4• ' .. t � 't""�dk:&4 w-�':fi'� .�3';k`''�`S"X91' s�.�« lz�.�'.^�`t'a-^`6•'S'� GENERAL CONDITIONS (Con't.) SECTION 17. PRODUCT AND REFERENCE STANDARDSt A. Product Designations When descriptive catalogue designations, Including manufacturer's name, product brand name, or model number are referred to in the contract documents, such designations *hall be considered as being those found in industry publications of current issue at dots of first Invitation to bid. R. Reference Standsrdst When standards of the Federal Government, trade societies, or trade associations are referred to in the contract documents by specific dote of issue, these *Mali be considered a part of this contract. When ouch references do not bear a date of issue, the current published edition at date of first invitation to bid shall be considered as part of this contract. SECTION [S. kATERIALS. ARTICLES. AND MUIrMj A. Material shall be new and of quality specified. When not particularly specified, material shall be the bast of its class or kind. The Contractor shall, if required, submit satisfactory evidence ss to the kind and quality of material. Price, fitness and quality being equal, preference shall be given to products made in California, fn accordance with Section 4390 at seq., of the Government Code, State of California. R. Mechanical equipment, fixtures and material shall be delivered In original shtpping crates to the job site and the County shall be notified of the receipt of such equipment, fixtures and matertat Wore uncrati%g. The county will, when desired, inspect ouch equipment, fixtures or material to determine any damage or deviation from that specified. Items damaged during delivery shall be rejected. C. Wherever the name or brand of a manufacturer's article is specified hsreia, it to used as a measure of quality and utility or a standard. If the Contractor desires to use any other brand or manufacture of equal quality and utility to that specified, he shall make application to.the County in writing for any proposed substitutions. Such application shall be accompanied by evidence satisfactory to the County that the material or process to equal to F-14 s .. �� ,. lt' ' 'ate N'�"' '�R' �°t �; '`� '�.`" ��'t+�ski�°�'��•`-s�.'.a r "' '�" z �' r.„ GENERAL CONDITIONS (Con't.) ;ECTION IL INTERPRETATION Of CONTRACT REQUiREMENTS$ (^.on't.) 6. Conflicts within the Speclficatlonss a. The "General Condition• of the Contract" 001 govern over all sections of the specifications except for specific modifications thereto that may be stated In the Special Conditions. b. Omissions$ It the contract documents are not complete as to any minor detail of a required construction system or with regard to the manner of combining or Installing of parts, materials, or equipment, but there exists an accepted trade standard for good and workmanlike construction. such detail shall be deemed to have bean impliedly required by the contract documents In accordance with such standard. "Minor detail" shall Include the concept of substantially Identical components, where the price of each such component Is small even though the aggregate cost or Importance Is substantial, and stall Include a single component which is incidental, even though Its cost or Importance Ray be substantial. The quality and quantity of the parts or material so supplied shall conform to trade standards and be compatible with the type. composition, strength. site. and profile of the parts or materials otherwise set forth in the contract docuamnts. CSESalION lb. CLARiFICATInNS AND ADDITIONAL INSTRUCTION$ A. Notification by Contractor$ Should the Contractor discover any conflicts, omissions. or errors In the contract documents or have any question concerning Interpretation or clarification of the contract documents, or If it appears to him that the work to be done or any matters relative there- to are not sufficiently detailed or explained in the contract documents, than, before proceeding with the work affected. he shall Immediately notify the County In writing through the Construction Supervisor. and request interpreta- tion, clarification or furnishing of additional detailed Instructions concerning the work. All such questions shall be resolved and Instructions to the Contractor issued within • reasonable time by the County, whose decision shall be final and conclusive. Should the Contractor proceed with the work affected before receipt of Instructions from the County, he shall remove and replace or adjust any work which In not In accordance therewith and he shall be responsible for any resultant damage, defect or added cost. g. Field Orders$ During the course of the work the Architect and/or Engineer may issue Field Orders regarding the work. These Field Orders will supplement the Plans and Specifications in order to clarify the intent of the contract documents by adjustment to meet field conditions or to make the various pluses of the work meet and join properly. A Field Order involves no change in contract time or price. Performance, partially or in full, of a Field Order shall constitute a waiver of claim for a change in contract time or price for the work covered by the Field Order, unless a Change Order has been issued. C. Change Ord ers$. See Section 21, this Division, F-13 Yor- F ` • ?�`'.,�:- +a�-s;:�6 .z � i� `' ,�'�. � h� ,,�" kc' -. :fie i.;�y �? ;a� GSL CONDITIONS (Continued) SECTION 13. INSPECT10Nt (Continued) C. The inspection of the work or materials shall not relieve the Contractor of any of his obligations to fulfill his contract as prescribed. Work and tutorials not meeting such requirements shall be made good and unsuitable work or materials may be rejected, notwithstanding that such work or materials have been previously inspected or that payment has been made. SECTION 14. AMMONS OF MATERIALS1 A. The Contractor shall promptly remove from the premises all materials condemned by the County as failing to conform to the Contract whether incorporated in the work or not. and the Contractor stall promptly replace and raexecuts his own work in accordance with the Contract and without expense to the County and shall bear the expense of making good all work of other Contractors destroyed or damaged by such removal. a. If the Contractor does not remove such condemned work and materials within reasonable ties, fixed by written notice, the County may remove them and my store the materials at the expense of the Contractor. If the ntr ctor does of per the expenses of such remov 1 within ran 0) aye thereafter, �lme County may upon to (iS) dab1rs written notice, sail such materials at auction or at private aale and shall account for the net pro- coeds thereof after deducting all costs and expenses that should have been borne by the Contractor. SECTION 15. INTERPRETATION OF CONTRACT REOUIREI4NTSt A. Correlationt The contract documents shall be interpreted as being complementary in requiring a complcete work ready for use and occupancy or. if not to be oupied. operation. Any require- went occurring to any one of the dcocumsente to as binding as through occurring in all. g. Conflicts in the Contract Docummentst In the event of conflict in the contract documents the priorities stated in sub- divisions 1, 2, 3, and 4 below shall governs 1. Addenda shall govern over all other contract e doucents, except the County's Standard Form Agreement unless it is specifically indicated that such addenda shallrevail. Subsequent addenda shall govern over prior addenda only to the extent specified. 2. In case of conflict between plana and specift- cations, the specifications shall govern. 3. Conflict within the Plans& a. Schedules, when identified as such, shall govern over all other portions of the plans. b. Specific Notes, shall govern ever all ether notes and all ether portions of the plane. e. Larger scale drsvings shall govern over smaller.apsle drawings. F-12 cd a „ t "h?- -,.�. _"ra+'hy`"'&.v� t .� "' 4"'! k S '` #yT. tY' .-" #:> 3 �, ;Y ' a}'+'•' v".`tt ,'2,a. GEHERAL CONDITIONS (Continued) SECTION 12. RESPONSIBILITY FOR SITE (continued) promptl notify the County in writing,. Where necassat for the work of the contract, the County shall issue a written order to the Contractor to auks such adjustment, rearrangement repair removal, alteration, or special handling of such utility, including repair of the damaged utility. For the purposes of the foregoing "active" shall mean other than abandoned, and "utility installations" shall include the followings Steam, petroleum products air, chemical, water, saver storm water, gas, electric, and tel pipe lines or Conduits. The Contractor shall psrfom the work described in such written order and compensation therefor will be made in accord- &nce with Section 21, relating to changes in the work. Except for the items of cost specified in such Sections, the Contractor shall receive no compensation for an other cost damage or delay to him due to the presence of such utility. If the Contractor fails to give the notice specified above and thereafter sets with- out instructions from the County, then be shall be liable for any or all damage to such utilities or other work of the contract which arises from his operations subsequent to discovery thereof, and he shall repair and make good such damage at his own cost. A. If the contract requires excavation or other work to s stated limit of excavation beneath the surface, and if during the course of the work the Count? orders a change of depth or diman- ,ions of such subsurface work due to discovery of unsuitable bearing material or for any other cause, than adjustment to con- tract orrice for such change will be made in accordance with Sec- tion, 21. Except for the items of cost specified therein, the Con- tractor ahs 11 receive no compensation for any other cost, damage, or delay to him due to the presence of such unsuitsbl* bearing• material or other obstruction. SSECTION 13• INSPUTION1 A. The Contractor shall at all time pora:ie the County and their authorised agents to visit and .inspect the work or anyy ppart thereof and the shops whsrs�work is in prepstation, This obli- ation shall include maintaining proper facilities and safe seers$ or such inspection. Where the contract requires work to be tested, it *hall not be covered up until inspected and approved by the County, and the Contractor shall be solely responsible for notify- ing chs County where and when such work is in readiness for inspec- tion and testing. Should any such work be covered without such test and approval, it shall be uncovered at the Contractor'& ex- penvo. S. Whenever the Contractor intends to perform work on Saturday, Sunday. or a legal holiday, he shall give notice to the County „- .och-intentlon at least two working days prior to performing such work, or such other pexiod as may be specs! fied, so that the County may make necessary arrangements. .+r•'•''..: y �'tj,zr: ',,' `�sa3 .5: .<;,.4 n,*s tie- '1 "' " '`n,3;.; a�4.�V'VIr Cf NERAL CONDITIONS (Continued) SECTIONtl. CONDUCT OF WORK: C. The Contractor shall personally superintend the work and shall maintain a competent superintendent or foreman at all until the job is accepted by the County. This superinten7ient s ail be empowered to act in all matters pertaining to the work. D. Dail T Manpower Reports shall be signed by the Contractor, or his Superintendent, and submitted weekly. E. Unless otherwise specified, the Contractor shall clear all obstructions and prepare the site ready for the construction. He shall verify dimensions and scale of plot plans, and shall check all dimensions, levels, and construction. F. Where work of one trade joins, or is an other work, there shall be no discrepancy or incomplete portions when the total project is complete. In engasing one kind of work with another, martins or damming mow will not be permitted. .Should improper work of any trade be covered by another which results in dams`e, or defects the whole work affected shall be made good by the CContractor without expense to the County. G. The Contractor shall anticipate the relations of the various trades to progress of the work and shall see that required anchorage or blocking is furnished and set at proper times. An- chorage and blocking for each trade shall be a part of same, ex- cept where stated otherwise. N. Proper facilities shall be provided at all times for access of the County representatives to conveniently examine and inspect the work. 1. Watchmen, at Contractorts option shall be maintained during the progress of the work as requtr*A, at the expense of the Contractor. J. If any subcontractor or person employed by the Contractor shall appear to the Engineer to be incompetent or to act in a dis- orderly or improper momner+ he shall be discharged immediately on the written request of the Engineer/Architect, and such person shall not again be employed on the work. Swrlow 12« RESPONSUILITrs2tE CBNDITIOIt41 The following shall constitute exceptions, and the sole exceptions, to the responsibility of the Contractor set forth in Section ♦, in the Instructions to liddersz A. If during the course of the work the Contractor oncount- are active utility installations which are not shown or indicated in the plans or in the specifications, or which are found in a location substantially different from that shown, and such utilities are not reasonably apparent from tisua . examination, then he shall R �yb, 4 Y^ 4r -is lv' a.3". �u,,� •ya4yEx.. b, Y. .0 r4,ta k�S't+'Z'#'�"a ,r;{p. 4t•m � .r r .a�.k -' . GENERAL CONDITIONS (Continued) SMION 9, TEMFORAAY UTILITIES MD FACILITIES (Continued) D. The Contractor shall provide and maintain for the duration of the work, temporary toilet facilities for the work- men, These facilities shall be of an approved type conformin to the requirements of the County Health Department, and shelf be veathertight structures with rpised floors. Structures are to have adequate light and ventilation and door aquippped with latch or lock. Contractor shall service such facilities daily, maintaining same in a clean and sanitary condition. Portion of site occupied by toilet facilities shall be graded and cleaned up upon removal of facilities when so ordered and/or upon completion of work. E. She County will M directly to the utility companies connection fees, annez�on fees, permit fees acrugs fees, and all other fees required by the utility companies and associated with the permanent utility services. If additional fees associ- ated with the temporary services are required they will be paid by the Contractor. The County XLL DA M for water gas, tole" Phons and electricity consumed on the project until after the County makes written request to the utility companies that bil- lings be sant to the County. (Normally the County will make these requests after the project is accepted as complete.) F. Sao Spacial Conditions for Variations to the above 1 requirements. SECTION 10, pjRM1Igt A. The Contractor shall make application for all permits, that are required for the performance of,-his work by all laws ordinances, rules, re`ulations, or orders, of any body lawfully ampowred to make or issue the same and having jurisdiction and shall give all notices necessary in connection therewith. fhe Contractor is jLat Xaguiced to pay any chargee associated with per- mits. lit is not a pr ant policy of the County to pay fees to the Incorporated cities for pets its.) SECTION 11. CONDUCT OR WORK% A. The Contractor shall observe that the Count reserves the sight to do other work in connection with the project by Con- tract or otherwise, and he shall at all times conduct his work so as to impose no hardship on the County,or.others engaged in the work. its shall adjust, correct and coordinate his work with the work of others so that no discrepancies shall result in the whole work. g. The Contractor shall provide an adequate work force, materials of proper quality and equiRipent to properly carry an the work and to insure completion of each part in accordance with his schodule.and with the time agreed. F-9 + k } s � 53 �s�.� ;x t..sw k.,.ia.•. z._ .. rvi'�xtC•. .w's°T' �`�' +Y�-.x '_sryv�" 8+ ria AL CONDITIONS (continued) SECTION 7. jj of jIORK AND DAMAGES, (contineud) P. Should the County, for any cause, authorise a sus- pension of work, the time of such suspension will be added to the time allowed for comppletion. Suspension of work by order of the County shall not be doomed a waiver of the claim of the County for damages for non-completion of the work after the adjusted time as required above. SYMION 8. PROGRESS SCHEDUM See Special Conditions paragraph 1.12 szaloN q, jEMPQ$UY UTILITIES AND PACILITIggs A. All water used on the work will be furnished and paid for by the Contractor. The Contractor shall furnish the necessary temporary piping from the distribution point to the points on the site where water is necessary to carry on the work and upon com- 1 plation of the work shall remove all temporary piping. ' g. The Contractor, at his own cost, shall furnish and in- stall sit meters,all electric light and power equipment and wiring, all gas meters, as a uipment and piping that is necessary to per- tors his work and shall remove the sacs upon the completion of the work. The Contractor ahall,pay for all.power. light and gas used in the construction work. . C. The Contractor sMlt furnish,-wire for, install and main- tain temporary electric light wherever it !t necessary to provide I luwLnailuon for the proper performance and/or inspection f the work. The lighting shall provide sufficient Illumination and shall be so placed and distributed that these Specifications can be easily read !a every place where said work is being performed. This tem- porary lighting equipment pai1rr be moved about but shall be maintained throughout the work, availabla for the use of the Engineer, Project Inspector, or any other authorised representative of the County whenever required for inspection. F-8 r`•:.a"'k'-��` "`. r•-��=a i"+5>r�'"' lii, y S't _ s` y�e3 r, µcm i CYNER.AL CONDITIONS (Continued) SECTIO]! 6. fiubcontrackW (continued) D. Subletting or subcontracting any portion of the work as to which no subcontractor was designated in the original bid shall be permitted only in case of public emergency or necessity, and then only after a finding reduced to writing as public rec- ord of the awarding authority setting forth the facts constituting such emergency or necessity, E. Substitution of Subcontractors Contractor shall not substitute any person or subcontractor in place of a subcontractor listed in his bid proposat without the written approval of the Cout►ty. Substitution of subcontractors must be in accordance with Che provisions of the "Subletting and Subcontracting Pair Practices Act" beginning with Section 4100 of the Government Code. Violations of this Act by the Contractor may subject him to penalties which may include cancellation of contract assessment of 10 percent of the subcontractor's bid, and disciplinary action by the Contractors State License Board. S rte, TIME OF WORK AND DAMAOES1 A. The County will designate the starting day of the con- tract on which the Contractor shall immediately begin and thereafter diligently prosecute the work to completion. The Contractor obli- gates himself to complete the work on or before the date or within the number of calendar days, met forth in the Proposal (did Form) for completion, subject only to such adjustment of time as may be set forth in this article or pursuant to Section 21. B. If the work is not completed within the time required, damage will be sustained by the County. It is and will be impract- icable and extremely difficult to ascertain and determine the actual damage which the County will sustain by reason of such delay{ and it is therefore agreed that the Contractor willseay to the County the sum of money stipulated per day in the Spec Jaly.tions for each and every day's delay in finishing the work beyond the time pres- cribed. If the Contractor fails to pay such liquidated dame es the County may deduct the amount thereof from any money due or that may become due the Contractor under the contract. C. The work ,hall be regarded as completed upon the data the County has accepted ta• same in writing, D. Written requests for contract time extensions. along with adequate Justification, shall be submitted to the County not later then one month following the delay., E. Any money due or to become due the Contractor, may be retained to cover said Liquidated damages and should such money not be sufficient to cover such damages, the County shall have the right to recover the balance from the Contractor or his sureties. F-7 , V ':`x r.'.�+T �' "S k=a a s�; �" .'� ro3'fin"' ?. .'§'„?x 4 j,'�'�r as r i�i�r_--'- zx=�,.". t GENERAL CONDIXION,,I(continued} U&I QU. POND AND )N_S_j% NCR (continued) • E. CERTIFICATES Of INSURAHCt: Certificates of such Workmen's Compensation, Public Liability, Property Damage Insurance, and Fire Insurance, shall be filed with the County and shall be subject to County approval for adequacy of protection. All cartfficates shall indicate that Contra Costs Counter has been named as on additional insured. These certificates shall contain a pprovision that coverage of- forded sunder the policies will not be cancelled until at least thirty days' prior written notice has been given to Contra Costs CaT• P. PnFORNANCt 1=1 One bond shall be in the amount of One Hundred percent (100%) of the Contract, and shall insure the Owner during the fife of the Contract and for the tarn of one (1) ear from the date of acceptance of the work against faulty or Improper mater- ials or workmanship that may be discovered during that time. 0. EAYWX &Mt / One bond shall be in the amount of fiftypercent 150'X) (, of this Contract price, and shall be in accordance with the laws of the State of California to secure the payment of all claims for labor and msterisls used or consumed in the performance of this contract and of all amounts under the Unemployment Insurance Act. SECTION 6. SUBCOMMCTINc: A. This Contractor shall be responsible for all work per- formed under this contract, and no subcontractor will be reco - nised as such. All parsons engaged in the work will be eonsi�ered as employees of the Contractor. S. The Contractor shiati sive his personal attention to the ful- fillweat of this contract and stall keep the work under his control. When any subcontractor fails to prosecute a portion of the work in a manner satisfactory to the Architect or Engineer, the Contractor shall remove such subcontractor immediately upon written request of the Architect or Rngineer and he shall not again be employed on the work. - C. Although the specification sections of this contract may be arr:agisd according to various trades,"or general grouping of work, the contractor is not obligated to sublet the work in such manner. The County will not entertain requests to arbitrate dis- puta• among subcontractors or between the Contractor and one or more subcontractors concerning responsibility for performing any part of the work. F-6 tr �?=�-eY sa-�.,3�3,�a�'�,�skr.__.r cr'�'v ..c.>. u._�ra�s� x� w; � 'ca. ,��_, ,•-mow , � r .el.f'-�.T:e�'.c».�.z�,. .. ._.�s+;a-. GENERAL CONDITIONS (Continued) SECTION S. Bond and Insurance (Continued) B. Compensation Insurance The Contractor shall take out and maintain during the life of this Contract adequate Workmens' Compensation Insurance for ail his employees employed at the site of the project, and in case any work is sublet, the Contract shall require the subcontractor similarly to provide Workmens' Compensation Insurance for the latter's employees, unless such employees are covered by the protection afforded by the Contractor. In case any class of employee engaged in hazardous work under the Contract at the site of the project is not protected under the Workmens' Compensation statute, or in case there is no applicable Workmens' Compensation statute, the Contractor shall provide, and shall cause each subcontractor to provide, adequate insurance for the protection of his employees not otherwise protected. C. Public Liability and Property Damage Insurance; The Contractor, at no cost to Public Agency, shall obtain and maintain during the term hereof, Comprehensive Liability Insurance including coverage for owned and non-owned automobiles, .with.a minimum combined single limit coverage of $1,500,000 for ail damages due to bodily injury, sickness or disease, or death to any person, and coverage in the amount of $500,000 for any damage to property, includ- ing the loss of use thereof, arising out of each accident or occurence. Consultant shall furnish evidence of such coverage, naming Public Agency, its officers and employees as additional insureds, and requir- ing 30 days' written notice of policy lapse or cancellation. The Contractor shall submit a Certificate of Liability Insurance which shall include the "hold harmless" agreement as required in the Articles of Agreement. D. Builders' Risk; The Owner is carrying a Builders' Risk Policy on the Project. However, each Contractor is responsible for the deductible of $5,000 per occurence. F-5 y 5 1 czpE1AL COHOITIO)(S (continued) ION 3. Patents end Royalties: A. The Contractor shall provide and pay for all licenses and royalties necessary for the legal use and aporation of any of the equipment or specialties used in the work Certificates shoving the payment of any such licenses or royalties, and par- sits for the use of any at*nted or copyrighted devices shall be secured and paid for the Contractor and delivered to the County on completion of t s work, if required. SECTION 4. Responsibility utiLLtLes: A. The Wgrk: Until the formal acceptance of the work by the Counter, the Contractor shall have the charge and care thereof and shall bear the risk of injury or damage to any part of the work by the action of the elements or from any other anus* ex- cept as provided in Section 23. The Contractor+ at Contractor's cost, shall rebuild, repair. restore, and make good all such damages to any portion of the work occasioned by any of such causes before its accept- ance. + g. Public Utilities: a. The Contractor shall send proper notices, make all necessary arrangementst and perform all other services required in the care and maintenance of all public utilities. The Con- tractor shall assume all responsibility concerning name for which the County may be liable. ' b. Lnclosiai or boxing in for porteation of any public utilitj equipment, *halt be done by the Contractor. Upon comple- tion of the work the Contractor •hall remove all enclosure* fill in all openings is masonsy grouting the same watertight, ane leave in a finished condition. c. All connections to public utilities shall be mad* and maintained in such maintained as not to interfere with the con- tinuing use of,same by the County during the entire progres* of the work. SECTION • Ostial jad Insurance A. The Contractor to whom the work in awarded shall within five (S) working days atter being notified enter into a contract with the owner on the Contra Costa County Standard Form for the work in accordance with the drawing and Specifications shall fur- nish urnish and file at the same time labor and material and faithful per- (ormance bonds as set forth in the advertisement for bids, on e t rm acceptable to the County. F-4 T r _i-i-137- "77 5i'<' E •?i .�"��`<i;''.,.. ..� GENERAL CONDITIONS (continued)_ SECTION-2. Governing Laws and ReAuletions: A. The Contractor shalt keep informed of and observe, and comply with and cause all of his agents and am- ployees to observe and comply with all prevailing Federal and State laws, local ordinances, and rules end regulations made pursuant to said laws. �j�ch in env war affect the conduct of the work of this--contract. B. All work and materials shall be in full accord- ance with the latest rules and regulations of the Uniform Building Code, the State Firs Marshal, the Safety Orders of the Division of Industrial Safety, the National Electric Code the Uniform Plumbing Code published by the Western Plumbing Oifieials Association, and other applicable State laws or regulations. Nothing in these Plans or Specifications is to be construed to permit work not conforming to these Codes. The Contractor shall keep copier of Codes on job at all times during construction period. C. Excerpts from Section 6422 of the Labor Code of the State of California are included below. The Contractor shall comply fully with this section of the Labor Code as applicable. "No contract for public works involving an estimated expenditure in excess of $25,000.00 for'ths excavation of any trench or trenches five feet or more in depthshall be awarded unless it contains a clause requiring submission by the Contractor and acceptance by the awarding body or by a re`istered civil or structural engineer, employed by the awarding body to whom authority to accept has been deligatede in advance of sa- cavation, of a detailed plan showing the design of shoring, brac- ing. sloping, or other provisions to be made for worker protection from the hazard of caving ground during the excavation or such trench or trenches. If such plan varies from the shoring systm standards established by the Construction Safety Orders, the plan shall be prepared by a registered civil or structural engineer. "Nothing in this section shall be deemed to allow the use of a shoring, sloping. or protective system less effective than that required by the Construction Safety Ordere of the Division of Industrial Safety. "Nothing in this section shall be construed toimpose tort liability on the awarding body or any of its employees. "The taros 'public works' and 'awarding body', me used in this section shall have the some mooning as in Labor Code Seo- tions 1720 and 1722 respectively." F-3 � a i6 y �'."�� � "�c5y� r`.�si'�.� s�,&.x• a�` �'.;` ,�'��-z-i��.,�,.;�+�` r r + f GENERAL CONDITIONS CION L pefinitionst (continued) The individual, partnership, corporation, association$ n nture, or an combnation thereof, who has entered into a contract with the County. gggg�n�ttYY Shall mean the County of Contra Costs, a political subdivision of the State of California and party of the fNat part, or its duty authorised agent acting within the scope of their authority. FIvA is so instruction given during the course of the work se Section 165). 1(gLU - The written instructions, provisions, conditions or of er requirements appearing on the drawings, and so identified thereon, which pertain to the performance of the work. ���� The official drawings including plans, ele- vations, #ocR������ns, detail drawings, disgrasu, general notes, in- formation and schedules thereon, or exact reproductions,thereof, adopted and approved by the County showing the location, character, dimension, and details of the work. pg - The instructions,'provisions, condi- tions and decrements pertaining to the methods and man- ner of performing the work, or to the qualities and quantities of work to be furnished and installed under this contract. An individual, partnership, corporation, association, o t van ure, or anj combination thereof, who con- tracts with t Contractor to pec orm work or labor or render service in or about the work. The germ subcontractors shall not include those who supply materials only. Suoerintsnde The representative of the Contractor who shall be present at t-work site at all times during pperfore once of the work. Such Superintendent shall at all times be fully suthorisad to receive and act upon instructions for the Architect or his authorised agents and to execute and direct the work on be- half of the Contractor, Syuuticleatast ,CY Asrreement iA written agreement providing for alteration, amendment, or extenson of the contract. r� The furnishing and installing of all labor, materials, articles, u<uppplies, and equipmentae specified. desig- nated, or required by'the contract �. .... .fir .. ,' ~.t.,•X.z'., - -...._ F-2 ,i ,r3 tE ^a w.x7-t e.,i Sa s..i3 f r*� f ''a',3 s:5 ' kr�-`�aksa r F k 4Y x•- 1♦. v... ,-k.U -- �' x$• 5,,+:'x` • ''x' 1.c-s -:v-...A. .��-C ,$;Y�>+ sf�iY#w ._ i �'' ssv' _t°°'i �r < h GENERAL CONDITIONS $=TOM 1. Definitional_ . V Whenever the following terms, pronouns in place of them, or initials of organtxstions appear in the contract documents, they shall have tie following meanings A document issued by the County during pe the bidding r ich modifies, supersedes, or supplements the original contractty�dd�o//cu��m��e��ntts. g� 1� esn Rep yr tAfftcutiten documnnE wily;wei yR , oorr month prepared by the contractor for submissionto the County y ich reporte the total number of employees, the total number of min- ority employees, and the present minority manhours of total ow- hours worked on the project. &greagent The written document of agreement, •xe- cuted by the ncy and the Contractor. tl i_a IULU" - Shall mean the architect, engineer, in v us oe eo-partnership, emplo ed by the County of Contra Costa; as do& nato on the title sheet of theme speci- fications. When Contra Costs County is designated as the Inngglnesr, Cngineer shall msan.the Public Works Director, or his authariud representative. Any individual, partnership, corporation, associationra= enture, or any combination thereof, submitting aproposal , work, acting directly, or through a duly author- ised representative. ! �f&,g - Shall mean the duly elected or a pointed o Hoad o—const tuts such a ■oard, who will act for the County in all matters pertaining to the Contract. 99rrd••rr - Is any change in contract time or price and any changecontract documents not covered by subcontractors ftsd2sOF Clerlt t� t - i t?i,--Con maA a,auCner xe Wt, -6 tim— euaq at t • si a a the work. Contract - The contract is comprised of the contract documents. C2 t - The contract documents include the agreemenC, t e and the specifications. Project Manager The Project Mstiager'is the authorised repreeentative.of Contra Costa County. . ' ConstructioA Man ` r �- The Construction Manager' is the -County's constructionrepresentative ae described in the Special Conditionti Section 01010."- s F-1 Y -4se'" ..t FA V= A Instructions to Bidders (Continued)' t B. AWARD OF CONTRACT: A. The right is reserved to reject any and all proposals. The award of the contract, if it be awarded, will be to the lowest responsible bidder whose proposal complies with ail the requirements prescribed. Such award, if made, will be made within 30 days after the opening of the proposals. 9. EXECUTION OF CONTRACT: A. The contract shall be signed by the successful bidder in duplicate counterpart and returned within five (5� days of receipt, not including Saturdays, Sundays. and 1ega1 holidays, together with the Contract Bonds and Certificates of Insurance. No contract shall be binding upon the County until same has been executed by the Con- tractor and the County. Should the Contractor begin work in advance of receiving notice that the contract has been approved as above provided, any work performed by him would be at his own risk and as a volunteer unless said contract is so approved. 10. FAILURE TO EXECUTE CONTRACT: A. Failure to execute a contract and fill acceptable bonds and certificates of insurance as provided herein within 10 days, not including Saturdays, Sundays, and legal holidays, after the successful bidder has received the contract for execution shall be just cause for the annulment of the award and the forfeiture of the bidder's security. If the successful bidder refuses or fails to execute the contract, the County may award the contract to the second lowest responsible bidder. If the second lowest responsible bidder refuses or fails to execute the contract, the County may award the contract to the third lowest responsible bidder. On the failure or refusal of the second or third lowest responi' sible bidder to whom any such contract is so awarded to execute the same, such bidder's securities shall be likewise forfeited to the County. The work may then be readvertised or may be constructed by day labor as provided by State law. , -Contra Costa County Detention Facility S., 6 F 4 '`�F, i-''ems 1• 'a`S�* a�z'`:rY': '' t—,..s-,,- g o- y x�i` _ �' %i" _3 Instructions to Bidders (Continued) 4. SUBMISSION OF PROPOSAL: A. Each bid shall be made on a proposal form to be obtained at the Turner Construction Project Office, located in a construction trailer at the corner of Pine and Mel-lus, (1035 Pine Street) Martinez, California 94553. Bids are required for the entire work described herein, and neither partial bids nor contingent bids will be considered. Bid proposals shall be sealed and shall be submitted to the Public Works Department, 6th Floor, County Administration Building, 651 Pine Street, Martinez, California, on or before the 23rd day of November 1977 at 2:00 PM and will be opened in public and at the time due•in the 6th floor Con- ference Room of the County Administration Building. 5. WITHDRAWAL OF PROPOSALS: A. Any bid may be withdrawn at any time prior to the time fixed in the public notice for the opening of bids, provided that e request in writing, executed by the bidder or his duly authorized representative, for the withdraw&; of such bid is filed with the Clerk of the Board of Supervisors of Contra Costa County. Any oral, telegraphic, or telephonic request to withdraw a Hd proposalis not acceptable.ee. a withdrawal 07 8 72 s�' ATI not PreJudice the right of a bidder t-o—Tile a new_Vd-. '7 i icle oes not autFiorize the withdrawal of any bid after the time fixed in the public notice for the opening of bids. 6. IRREGULAR PROPOSALS: A. The County also reserves the right to accept any or all alternates and unit prices called for on the Bid Form and their order of listing on such form shall in no way indicate the order in which the. bids may be accepted. 7. COMPETITIVE BIDDING: A. If more than one proposal be offered by any individual, firm, partnership, corporation, association, or any combination thereof, under' the same or different names, all such proposals may be rejected. A party who has quoted prices on materials or work to a bidder is not thereby disqualified from quoting prices to other bidders, or from submitting a bid directly for the materials or work. All bidders are put on notice that any collusive agreement fixing the prices to be bid so as to control.�or-affecgt te awarding of ' this contract is in violation of the c6ipetltive_ iddl g requirements of the State law and may render void any contract let under such circumstances. ate' ��1. K.c-..�*3.a`�-f=h-�ni'�a':z$>$" Instructions to Bidders (Continued) 4 B. DISCREPANCIES OR ERRORS: If omissions, discrepancies, or apparent errors are found in the plans and specifications prior to the date of bid opening, the bidder shall submit a written request for a clarification which will be given in the form of addenda to all bidders if time permits. 3. BIDDING DOCUMENTS A. Bids shall be made upon the special Proposal (Bid Form), with all items completely filled out; numbers shall be stated both in writing and in figures, the signatures of all persons signed shall be in longhand. The completed form should be without interlineal- tions, alternations or erasures, no alternative proposals. . Additional copies of the Proposal (Bid Form) may be obtained,from those supply- ing these specifications. B. Bids shall not contain any recapitulation of the work to be done; alternative proposals will not be considered, unless called for. No oral, telegraphic or telephonic proposals or modifications will be considered. C. List of Proposed Subcontractors: Each proposal shall have listed tFere'(n-t-Fe name and address o7 each subcontractor to whom the ' bidder proposes to subcontract portions of the work in an amount in excess of 1/2 of 1 percent of his total bid, in accordance with Chapter 2, Division 5, Title 1, of the Government Code. D. Bidder's Security: All bids shall have enclosed cash, a cashier's check, certified check or a bidder's bond, as des-'r-Mid be owl, executed as sur— y Ty a corporation au orixed to insure surety bonds in the State of California. made payable to "Contra'Costa County", in an amount equal to at least 10 percent of the amount of the bid. No bid shall be considered unless one of the forms of bidder's security is enclosed therewith. The above-mentioned security shall be given as a guarantee that the bidder will enter into a contract if awarded the work. and will be forfeited by the bidder and retained by the County if the successful bidder refuses, neglects or fail- to enter into said contract or to furnish the necessary bonds after being requested to do so by the ,Board of Supervisors of the County of Contra Costa. Contra Costa County. Detentioe Fa-ility E-2 U y k'Civ' 'a+ .,t Instructions to Bidders 1. LICENSING OF BIDDER. Before submitting bid, bidder shall be licensed n accordance w t the provisions of Section 7000 thru 7145 of the Business b Professions Code of the State of California in the clas- sification required for the work bid on. The bidder's name shall i correspond in all respects with the same shown on the license. License numbers and names are checked with the State. 2. EXAMINATION OF PLANS, SPECIFICATIONS. AND SITE OF THE WORK A. CONTRACTOR-S RESPONSIBILITY The bidders shall examine carefully the site of the work, and the plans and specifications therefor. He shall investigate and satisfy himself as to conditions to be encountered, the character. quality. and quantity of surface. and subsurface materials or obstacles to be encountered, the work to be performed, and materials to be furnished, and as to the requirements of the proposal, plans, and specifications of the contract. Investigations of subsurface conditions are made for the purpose of design. and the County assumes no responsibility whatever in respect to the sufficiency or accuracy of borings, or of the • log of test borings, or other preliminary investigations. or of the interpretation therefor. There is no quarantee or warranty, either express or implied. that the conditions indicated are representative of those exist- Ing throughout the work, or any part of it, or that unlooked for developments may not occur. Making such inforeatios available to bidders is not to be construed in any way as a waiver of the provisions of this article concerning the Contragtor's responsi- bility esponsi bility for subsurface conditions. the bidders must satisfy them- t selves through their own investigations as to the actual conditions to be encountered. ContraCosta'County z. oetintionyFacil,It = ! i , r 4 y c kt t �'.tr x_ .: $-.r C -,se's +tt`j 4F ua r 7 st »..sf. ; �Y s.....f�3 .'�"''�,li . z a, •. � s��• '��� ��.p.,� j�ss#. . e INFORMATION TO BIDDERS Part II 6. Temporary Heating: The Electrical Contractor shall hook up all equipment installed by the Mechanical Contractor as part of his requirements.in accordance with the temporary mechanical specifications, a copy of which is attached hereto. 7. Line and Grade: Two column lines in a north-south direction and two column tines in a east-west direction will be provided on each floor for use by the Contractor. Assuming the accuracy of these lines, all other layout will be by the Contractor. Four bench marks for elevation control will be provided on each floor for use by the Contractor. B. Temporal Buildings: Space for storage and temporary buildings will be allocated by Turner as job conditions permit. Temporary offices or sheds shall be constructed of fire resistant materials. Material and layout must be approved by Turner prior to installation. 9. Submittals: Contractor will submit a list of all major suppliers, and a list of all material components with their anticipated delivery dates within thirty (30) days of the award of Contract. No payment will be processed until this submittal is received. 10. Obtaining Documents: Bidders will be furnished one set of Contract Documents, additional sets or copies of reference drawings, if desired, can be purchased from the following: East Bay Blue Print and Supply Co. 1742 Franklin Street Oakland, California PHONE: (415) 444-8001 or 465-7363 PWA 0-7 INFORMATION TO BIDDERS Part iI I. Equipment: 1. The Electrical Contractor shall provide 600 AMP 480 volt service to the building and step down voltage and phasing as required. Main distribution panel to be located in or near the east transformer room. This panel shall be installed in an approved enclosure, complete with concrete pad. Electrical Contractor shall supply temporary trans- formers and switchgear as required. The power will be available near the intersection of Green and Pine Streets. Temporary power poles will not be allowed inside the fence area. All conduit must be buried. 2. The Electrical Contractor shall provide 480V connections for welding equipment at each floor as required. 3. The Electrical Contractor shall proivde at least two (2) distributionpanels on the first floor and two (2) on the third floor where directed. Panels will be sized as required to handle lights, tools, and welding machines.' The Contractor will provide temporary ower boxes where directed, in the Courts building. six (5� on the first floor, and six (6) on the third floor and six (6) on the fourth floor. Temporary power boxes to be American Construction Tempower Model G1-561-C-IC or equal. Submittals are required. All main and branch feeder lines required shalt be included. 4. The Electrical Contractor shall install and maintain temporary lighting as directed by Turner Construction Company supervision and as required to meet Cal/OSHA safety requirements. lighting shall be 1/4 watt per square foot as a minimum. A minimum of one temporary light will be installed in each room. Stairway lighting shall be installed in strict compliance with Section 1626 of Cal/OSHA standards and be on a separate switching from other temporary power and lighting sources. Stair lighting will remain on at all times. 5. The Electrical Contractor shall provide connections for one panel in each elevator machine room, for the elevators to be used for temporary service. Amperage and circuit breaker requirements shall be as determined by the Elevator Contractor. The Electrical Contractor must also supply sufficient temporary power required by the Elevator Contractor to install his work. 6. The Electrical Contractor shall include the cost of all required - excavation and properly compacted backfill for this work. 7. The use of used or reconditioned equipment.and material shall be subject to the approval of Turner Construction Company. 0-6 t"#:. -' "a.`>�t ,'"pfp `; INFORMATION TO BIDDERS Part II as may be required to overcome the interference. The cost of these changes shall be included in the bid price. Coordination with P. G. b E. for primary service and other consideration is the responsibility of the Electrical Contractor. D. Material: As the life of this installation is limited, and as this installation will not form a part of the finished building, minimum cost is the basic requirement consistent with material and workmanship which will satisfactorily meet job conditions and governing codes. E. Maintenance• All temporary facilities are to be maintained daily and kept in good operating condition by the Electrical Contractor. Maintenance men necessary to perform this work shall be provided in accordance with requirements. The cost of m6in- taining power and lights from 7:30 AM until 5:00 PM will be included. Regular overtime during week days, Saturdays, Sundays, and holidays is not to be included. F. Transfer to Permanent Service: When power becomes available from the permanent building service it will be necessary to transfer temporary requirements to this source. Transfers are to be made when directed by Turner Construction Company. Cost of such work is to be included in the Electrical Proposal. Lenses and lamps, in permanent fixtures, shall be maintained, replaced only as necessary, free of dust, until and upon acceptance by the County. G. Removal and Salvage: The Electrical Contractor shall disassemble and remove from the property all temporary electrical wiring and equipment when its use is no',longer required. Surplus materials shall be salvaged by the Electrical Contractor and the salvage value reflected in his Proposal. H. Protection: The Electrical Contractor shall protect his installation against weather damage and the normal operations of other trades. D-5 111FORMIATI6N TO BIDDERS Part II E. Copies of the referenced documents listed in Paragraphs C and D above can be purchased at Bidder's expense from the following Firm: East Bay Blue Print and Supply Company 1742 Franklin Street Oakland, California PHONE: (415) 444-8001 or 465-7363 2. Time For Completion: The Contractor shall complete this Contract within Five Hundred and Nine- teen calendar days (519) from and after the Notice to Proceed. A Notice to Proceed is anticiapted by December 13, 1977. 3. Parking: Parking spaces are at a premium in downtown Martinez, construction workers will not be allowed to occupy existing parking areas. Parking for one foreman of each Contractor will be provided, additional construction parking will be in locations directed by the Construction Manager. It is anticipated that sufficient parking for the peak construction phase will be made available north of Marina Vista, approximately six blocks from the project. 4. Clean-Up: The Contractor shall keep the premises free at all times from waste materials, packaging materials and other rubbish accumulated in connection with the execution of the work by collecting and depositing said materials and rubbish in dehris boxes to be furnished by the General Conditions Contractor. Debris boxes are furnished for normal miscellaneous debris only. Dunnage and bulking type materials must be removed from the site at the Contractor's own expense. 5. Temporary Power: A. Legal Requirements The Electrical work for construction purposes shall conform to all Federal, State and Municipal requirements, and must comply with the National Electrical Code and CAL-OSHA Standards of 1975. The Electrical Contractor shall obtain and pay for any required fees, charges, applications, permits and inspections pertaining to this work. B. Insurance Requirements The requirements are the same as for the permanent installation. C. General: Temporary work shall be installed in such a manner as'not'to interfere with the permanent construction or-temporary Mork of other trades. If such interference does occur it wi•11 be the responsibility of the Electrical Contractor to make such changes � gar`" , "1W S ' INFORMATION TO BIDDERS Part II Structural Drawings Revision No. Dated 510.10 1 09-19-77 S10.11 - 09-19-77 j 511.1 7 10-19-77 511.2 7 10-19-77 S11.3 - 09-19-77 j 512.1 7 10-19-77 i S12.2 7 10-19-77 t 512.3 7 10-19-77 512.4 7 10-19-77 S12.5 - 10-19-77 i S12.6 - 10-19-77 SIM 7 10-19-77 S13.2 7 10-19-77 513.3 7 10-19-77 513.4 7 10-19-77 a Plumbing Drawings P1 through P-20 dated 10-24-77 1 Fire Protection Drawings FP-1 through FP-10 dated 10-24-77 Electrical Drawings E-1 through E-42 dated 10-24-77 n. The following referenced Specification Sections are available for Bidder's review in Turner Construction Company's jobsite trailer. Section Item Pages 15010 - General Requirements Mechanical Work 1 - 62 15200 - Heating, Ventilating and Air Conditioning 1 - 55 15300 - Plumbing 1 - 19 15400 - Fire Protection 1 - 9 15500 - Underground Piping Phase I 1 - 6 ;. 17000 Building Automation and Fire Alarm Systems 11 - 3 17100 - Temperature Controls 1 •- 13 17200 - Central Control and Monitoring System 1 - 6 17300 - Fire Alarm System 1 8 Q ,. ,.i.« ,,.°-. >,F„Y.G ,. , 1.4, a„..`.ta..t l,.�! a a .. ..»i .ct -�..,,_ ..+4 _•Y,i'..�s�o, ..tir�.•. '.3s� ctr �'t INFORMATION TO BIDDERS Part 11 Architectural Drawings Dated A8.3 10-25-11 A8.4 10-25-77 A8.5 10-25-77 A9.1 10-25-77 A9,2 10-25-77 A9.3 10-25-77 Food Service Dated FS-1 10-25-77 FS-2 10-25-77 FS-3 10-25-77 FS-4 10-25-77 FS-5 10-25-77 Structural Drawings Revision No. Dated S1 5 09-28-77 S2.1 7 10-19-77 S2.2 7 10-19-77 S3.1 7 10-19-77 S4.1 8 10-24-77 S4.2 8 10-24-77 S5,1 8 10-24-77 S5.2 8 10-24-77 S6,1 6 10-11-77 S6.2 8 10-24-77 S7,1 8 10-24-77 S7.2 8 10-24-77 S8.1 7 10-19-77 S8,2 - 07-19-77 S9,1 3 08-30-77 S9,2 3 08-30-77 S9,3 6 10-11-77 S9.4 3 08-30-77 S9,5 3 08-30-77 S9,6 4 09-21-77 S9,7 4 09-21-77 S10,1 1 09-19-77 S10,2 1 09-19-77 S10.3 1 09-19-77 S10.4 1 09-19-77 S10,5 1 09-19-77 510.6 1 09-19-77 S10.7 1 09-1947 S10,8 1 09-19-77 S10.9 1 09-19-77 INFORMATION TO BIDDERS Part II 1. Scope: A. Furnish and install all electrical work as shown or noted on the Contract Drawings and as specified in Technical Specification Sections 16010, 16100, 16200, 16300, 16400, 16500, 16610, 16700, 16800 and 16900. B. Contractor will provide temporary electric as specified in Paragraph 5 of the Information to Bidders Part II. C. The following reference drawings are available for Bidder's review in Turner Construction Company's Jobsite trailer. Architectural Drawings Dated A2.1 10-25-77 A2.2 10-25-77 A2.3 10-25-77 A2.4 10-25-77 A2.5 10-25-77 A2.6 10-25-77 A2.7 10-25-77 A2.8 10-25-77 AM 10-25-77 A3.2 10-25-77 AM 10-25-77 A4.2 10-25-77 A5.1 10-25-77 A5.2 10-25-77 A5.3 10-25-77 A5.4 10-25-77 A5.5 10-25-77 A5.6 10-25-77 A6.1 10-25-77 A6.2 10-25-77 A6.3 10-25-77 A6.4 10-25-77 A6.5 10-25-77 A6.6 10-25-77 A6.7 10-25-77 A6.8 10-25-77 A7.1 10-25-77 A7.2 10-25-77 A7.3 10-25-77 A7.4 10-25-77 A7.5 10-25-77 A8.1 10-25-77 A8.2 10-25-77 was D-1 � y INFORMATION .TO BIDDERS Part 1 Safety Meetings Regular meetings shall be conducted for supervisors, foremen and employees to stimulate and maintain interest in the safety plan and provide a direct path for feedback to ,management of possible hazards and/or suggestions for improving safety practices. We are requesting that two (2) copies of the minutes of these meetings be submitted to Turner Construction Company. Forms will be provided by Turner Construction Company. A. All new employees shall be made aware of the basic rules of conduct expected of them, to insure their safety and that of their fellow workers. B. Tailgate or Tool Box Meetings will be held weekly by each craft to discuss problems or conditions peculiar to their trade. The meetings will be conducted by the supervisor or foreman in charge and will emphasize the workman's participation. Your Job superintendent shall attend these meetings to lend his support to the safety program and to coordinate the solution of problems. C. A superintendent and foreman's meetings will be held at least every two weeks. This meeting shall be attended by representa- tives of all Contractors and will be conducted by Turner, for' the purpose of reviewing the safety record, acting on suggestions made by job personnel and for analyzing future ,scheduled work to determine safety precautions that are necessary for accident control and elimination of potential hazards. Accident Reporting Procedure Maintaining control of the safety program requires prompt and accurate reporting of all accidents and injuries. It will be your responsibility to submit one copy of all Accident/ Injury Reports to Turner Construction Company for permanent record. These Accident/Injury Reports must be submitted on one of the follow- ing forms: 1. Cal OSHA Form 5020 (Rev. 3) and your Foreman's Report of Injury. 2. Standard report form which you submit to your insurance carrier.. 3. One (1) copy of your Annual Report, Cal OSHA Farm 102, covering ' all work performed on the County,of Contra Costa Detention Facility Project. r t-3 1'r ' Ws 3: 4 a4". ra. wn ' E ,` ' INFORMATION .TO BIDDERS Part 1 S. Safety: Introduction• Construction by its nature presents numerous hazards to participants and spectators alike. As is too often the case in a construction project, expediency and false economy take precedence over good safety practices with resulting injury or death. The following suggestions and directions are presented to emphasize the concern of the County of Contra Costa and their construction managers, Turner Construction Company, for accident prevention and safety in the course of this construction so that our joint experience will be both pleasant and rewarding. Purpose The primary purpose of this plan is to demonstrate a method to provide a safe working environment for workers and to reduce public liability. All safety reqirements directed by the Department of Industrial Safety administering Cal OSHA are a mandatory ppart of this program and all job personnel are expected to be knowledgeable in these rules and to comply with all Cal OSHA directives, Turner Construction Company Safety Requirements and all other applicable safety codes. Policy Statement You, as Contractors, and your Subcontractors will have direct responsibility for the safety of your men and the operations under your control. When there is a choice of safety versus time or safety versus economics, "Safety First" is to be the rule. This program will be effective and successful with your full commitment and cooperation in carrying out .the basic procedures that follow and in transmitting concern and enthusiasm for a safe operation down through all your supervisors, foremen and employees. Since safety consciousness is not unique to this project wea are requesting that two copies be promptly submitted to Turner Construction Company upon award of a contract to the successful Bidder C-2 INFORMATION .TO BIDDERS Part I The information and instructions included herein constitute a part of the Contract Documents and are given for the purposes of assisting Bidders in properly preparing their bids or proposals. Each Bidder shall prepare his bid or proposal in strict compliance with all of the require- ments of the Contract Documents and with the following instructions: 1. Proposal shall be made on the forms provided in this bound copy of the Contract Documents. Proposal must be enclosed in a sealed envelope, addressed to the County of Contra Costa, and shall state "BID - ELECTRICAL - CONTRA COSTA COUNTY DETENTION FACILITY". 2. If information is required regarding the Bid Package, Drawings and/or Specifications, the Bidder shall, not contact the County of Contra Costa or the Architect. All questions and requests for information shall be directed to Turner Construction Company, Telephone IT 229-3610, Attention: Craig Braccia. 3. Prevailing Wage Rate: Bidders are hereby notified that pursuant to Section 1773 of the Labor Code of the State of California, or local law applicable thereto, the Director of Department 'of Industrial Relations has ascertained the general prevailing rate of per diem wages and rates for legal holidays and overtime in the locality in which this work is to be performed for each type of workman or mechanic required to execute the contract which will be awarded to the successful bidder. The prevailing rate of per diem wages is on file with the Clerk of the Board of Supervisors, and is incorporated herein by reference thereto, the same as if set forth in full herein. For any classification not included in the list, the mimimum rate shall be the general prevailing rate for the County. The said Board reserves the right to reject any and all bids or any portion of any bid and/or waive any irregularity in any bid received. 4. A pre-bid conference will be held at the Detention Facility Project Office, 1236 Escobar Street, Martinez, California-at 11:00 AN, November X, 1977. 3FX C-1 r ?, 3s. PROJECT DESCRIPTION CONTRA COSTA COUNTY DETENTION FACILITY ELECTRICAL This Contract is for furnishing all power systems including service bus duct, service and main distribution switchgears, distribution panels, motor control centers, transformers, standby diesel generators and emergency standby power system. Work also includes all lighting systems, fire alarm systems, communications systems, closed circuit television, and security systems as shown and noted on the Contract Drawings and specified herein. The Detention Facility Project is located in downtown Martinez, I California and is bounded by Willow Street, Pine Street, Ward Street and Mellus Street.- " I B-1 4 i 4 r r yL NOTICE TO CONTRACTORS (Continued) Bidders are hereby notified that pursuant to Section 1773 of the Labor Code of the State of California, or local law applicable thereto, the Director of Department of Industrial Relations has ascertained the general prevailing rate of per diem wages and rates for legal holidays and overtime in the locality in which this work is to be performed for each type of workman or mechanic required to execute the contract which will be awarded to the successful bidder. The prevailing rate of per diem wages is on file with the Clerk of the Board of Supervisors, and is incorporated herein by reference thereto, the same as if set forth in full herein. For any classification not included in the list, the minimum rate shall be the general prevailing rate for the County. The said Board reserves the right to reject any and all bids or any portion of any bid and/or waive any irregularity in any bid received. BY ORDER OF THE BOARD OF SUPERVISORS OF CONTRA COSTA COUNTY J. R. OLSSON COUNTY CLERK AND EX-OFFICIO CLERK OF THE BOARD OF SUPERVISORS CONTRA COSTA COUNTY, CALIFORNIA BY Deputy. DATED: PUBLICATION DATES: ' I A4 i ,.E &�1 NOTICE TO CONTRACTORS (Continued) The Plans and Specifications may be examined at the Office of the Clerk of the Board of Supervisors. Plans and Specifications and proposal forms may be obtained by prospective bidders at the Turner Construction Project Office, at the corner of Pine and Mellus Streets, (1035 Pine Street) Martinez, California 94553, upon request. Each bid shall be made on a proposal form to be obtained at the Turner Construction Project Office located in a construction trailer at the corner of Pine and Mellus Streets, (1035 Pine Street) Martinez, California. Bids are required for the entire work described herein, and neither partial bids nor contingent bids wilt be considered. A PROPOSAL GUARANTY IN THE AMOUNT OF TEN (10) PERCENT OF AMOUNT BID shall accompany the Proposal. The Proposal Guaranty may be in the form of a cashier's check, certified check'or bidder's bond, made payable to the order of "The County of Contra Costa". The above mentioned security shall be given as a guarantee that the bidder will enter into a contract if awarded the work, and will be forfeited by the bidder and retained by the County if the successful bidder refuses, neglects or fails to enter into said contract or to furnish the necessary bonds after being required to do so by the Board of Supervisors of the County of Contra Costa. Bid proposals shall be seated and shall be submitted to the Public Works Department, 6th Floor, County Adminstration Building, 651 Pine Street, Martinez, California 94553, on or before the 23rd Day of November 1977 at 2:00 PM and will be opened in public and at the time due in the Chambers of the Board of Supervisors, Room 107, Administration Building, Martinez, California, and there read and recorded. Any Bid Proposals recieved after that time specified in this notice will be returned unopened. The successful bidder will be required to furnish a Labor and Materials Bond in an amount equal to fifty percent of the Contract price and a Faithful Performance'Bond in an amount equal to one hundred percent of the contract price, said bonds to be secured from a Surety Company authorized to do business in the State of California. A-2 NOTICE TO CONTRACTORS CONTRA COSTA COUNTY PUBLIC WORKS DEPARTMENT MARTINEZ, CALIFORNIA CONTRA COSTA DETENTION FACILITY PROJECT DETENTION FACILITY ELECTRICAL Project No. 5269-926-(46) Notice is hereby given by order of the Board of Supervisors of Contra Costa County, that the County Public Works Department will receive bids until 2:00 PM on November 23, 1977 for the furnishing of all labor, ; materials, equipment, transportation and services for: Detention Facility Electrical which includes: All power systems including service bus duct, service and main distribution switchgears, distribution panels, motor control centers, transformers. standby diesel generator and emergency standby power system. Work also includes all lighting systems, fire alarm systems, communications systems, closed circuit television, and security systems. The Project is located in the County Civic Center, Martinez, Califonia. The Construction Manager's initial estimated construction cost is $1,538,000. The work shall be done in accordance with the OFFICIAL PLANS AND SPECIFICATIONS prepared in reference thereto. A pre-bid conference will be held for all prospective bidders at 1236 Escobar Street, Martinez, California, at 11:00 AM on-November 7, 1977. Any questions in regards to this Contract should be directed to Craig Braccia, Turner Construction Company, Telephone (415) 229-3610. Only bids submitted by Contractors licensed by the State of California will be considered. Each Proposal. is to be in accordance with the Plans and Specifications on file at the Office of the Clerk of the Board of Supervisors, Room 103, County Administration Building, 651 Pine Street, Martinez, California. A-i TABLE OF CONTENTS Section Item Pages A Notice to Contractors A-1 - A-3 8 Project Description B-1 C Information to Bidders Part I C-1 - C-3 D Information to Bidders Part II D-1 - 0-7 E Instructions to Bidders E-1 - E-4 F general Conditions F-1 - F-25 G Articles of Agreement G-1 - G-4 H Affirmative Action Plan, County of Contra Costa H-1 - H-9 I Federal Requirements I-1 - I-4 J Proposal J-1 - J-5 SPECIFICATIONS: Division 1: General Requirements 01010 - Special Conditions Division 2: Technical Specifications. 16010 - General Requirements for Electrical Work 1 - 31 16100 - Basic Materials and Methods 1 - 18 16200 - Power Systems i - 57 16300 - Lighting Systems 1 - 13 16400 - Fire Alarm System 1 16500 - RF Communications 1 - 10 16610 - Closed Circuit Television Surveilance System 1 - 19 16700 - Underground Circuit.Work -Phase I 1 - 5 16800 - Intercommunications System 1. - 57 16900 - Security System 1 - 30 <s> CONSTRUCTION SPECIFICATIONS FOR CONTRA COSTA COUNTY DETENTION FACILITY } DETENTION FACILITY ELECTRICAL PROJECT NO. 5269-926•(46) T 15 1977 �. C OLSStNO CLERK BOARD O: SUPIWISOR5 DATED: October 25, 1977A!M c IRA SIA CO. •• .d......._. f i 1 PREPARED FOR: i CONTRA COSTA COUNTY PUBLIC WORKS DEPART11ENT Sixth Floor Administration Building Martinez, California j By KAPLAN/MCLAUGHLIN ARCHITECTS 901 Battery Street San Francisco, California .6mcrofitme'd with lira ori w„S NOTICE TO CONTRACTORS (Continued) Bidders are hereby notified that pursuant to Section 1773 of the Labor Code of the State of California, or local law applicable thereto, the Director of Department of Industrial Relations has ascertained the general prevailing rate of per diem wages and rates for legal holidays and overtime in the locality in which this work is to be performed for each type of workman or mechanic required to execute the contract which will be awarded to the successful bidder. The prevailing rate of per diem wages is on file with the Clerk of the Board of Supgrvisors, and is incorporated herein by reference thereto, the same as if set forth in full herein. For any classification not included in the list, the minimum rate shall be the general prevailing rate for the County. The said Board reserves the right to reject any and all bids or any , portion of any bid and/or waive any irregularity in any bid received. BY ORDER OF THE BOARD'OF SUPERVISORS OF CONTRA COSTA COUNTY J. R. OLSSON COUNTY CLERK AND EX-OFFICIO CLERK OF THE BOARD OF SUPERVISORS CONTRA COSTA COUNTY, CALIFORNIA BY 0A Deputy. DATED: OCT 2 5 1977 PUBLICATION DATES: A�3 _��st?�e, k.�'� '',,�``":�7``�..' ��; ,�a�.�s:.j;"t'L1"•�5&zx'"T�.��'`''S' :a�.iF i.'aai t tr`s. .xa- 3� i.+� a 3'. ,, '$ aE`S�,cY} ,1 `' FC.'t#.#` )• "Sr. t .+<i `ta�tZFr':: NOTICE TO CONTRACTORS (Continued) The Pians and Specifications may be examined at the Office of the Clerk of the Board of Supervisors. Plans and Specifications and proposal forms may be obtained by prospective bidders at the Turner Construction Project Office, at the corner of Pine and Mellus Streets, (1035 Pine Street) Martinez, California 94553, upon request. Each bid shall be made on a proposal form to be obtained at the Turner Construction Project Office located in a construction trailer at the corner of Pine and Mellus Streets, (1035 Pine Street) Martinez, California. Bids are required for the entire work described herein, and neither partial bids nor contingent bids will be considered. A PROPOSAL GUARANTY IN THE AMOUNT OF TEN (10) PERCENT OF AMOUNT BID shall accompany the Proposal. The Proposal Guaranty may be in the form of a cashier's check, certified check *or bidder's bond, made payable to the order of "The County of Contra Costa". The above mentioned security shall be given as a guarantee that the bidder will enter into a contract if awarded the work, and will be forfeited by the bidder and retained by the County if the successful bidder refuses, neglects or fails to enter into said contract or to furnish the necessary bonds after being required to do so by the Board of Supervisors zf the County of Contra Costa. Bid proposals shall be sealed and shall be submiLLed to the Public , Works Department, 6th Floor, County Adminstration Building, 651 Pine Street, Martinez, California 94553, on or before the 23rd Day of November 1977 at 2:00 PM and will be opened in public and at the time due in the Chambers of the Board of Supervisors, Room 107, Administration Building, Martinez, California, and there read and recorded. Any Bid Proposals recieved after that time specified in this notice will be returned unopened. The successful bidder will be required to furnish a Labor and Materials Bond in an amount equal to fifty percent of the Contract price and a Faithful Performance Bond in an amount equal to one hundred percent of the contract price. said bonds to be secured from a Surety Company authorized to do business in the State of California. A-2 4 ",tui" ysa W >.»a+S\' a..P'.'''`. }:;- ;R.e'r. ' w, sa "''';35�•Si' 5� rrt''u'`as. - - x - '..�:�.}.:,,:' .�Y ` NOTICE TO CONTRACTORS CONTRA COSTA COUNTY PUBLIC WORKS DEPARTMENT MARTINEZ, CALIFORNIA CONTRA COSTA DETENTION FACILITY PROJECT DETENTION FACILITY ELECTRICAL Project No. 5269-926-(46) Notice is hereby given by order of the Board of Supervisors of Contra Costa County, that the County Public Works Department will receive bids until 2:00 PM on November 23, 1977 for the furnishing of all labor, materials, equipment, transportation and services for: Detention Facility Electrical which includes: All power systems including service bus duct, service and main distribution switchgears, distribution panels, motor control centers, transformers, standby diesel generator and emergency standby power system. Work also includes all lighting systems, fire alarm systems, com.T.unicatiarns systems, closed circuit Lelevisioll, and security systems. The Project is located in the County Civic Center, Martinez, Califonia. The Construction Manager's initial estimated construction cost is $1,538,000. The work shall be done in accordance with the OFFICIAL PLANS AND SPECIFICATIONS prepared in reference thereto. A pre-bid.conference will be held for all prospective bidders at - 1236 Escobar Street, Martinez, California, at 11:00 AM on November 7, 1977. Any questions in regards to this Contract should be directed to Craig 1 Braccia, Turner Construction Company, Telephone (415)'229-3610. r Only bids submitted by Contractors licensed by the State of California will be considered. Each Proposal is to be in accordance with the Plans and Specifications on file at the Office of the Clerk of the Board of Supervisors, Room 103, County Administration Building, 651 Pine Street, Martinez, California. mcrorifMA; with (ward oder. t s V 4 .IN THE BOARD O-;SUPERVISORS OF CONTRA COSTA COUNTY, STATE OF CALIFORNIA In the Hatter of Approving Plans ) and Specifications for ) Detention Facility Electrical RESOLUTION NO. 77/'880 Contra Costa County Detention } Facility Project, Martinez, CA Re: Project No. 5269-926-{46 ) } WHEREAS Plans and Specifications fcr the Detention Facility Electrical, r Contra Costa Cctention Facility Project, Martinez, CA, Project No. 5269-926-(46) , have been filed with the Board this day by the Public Works Director; and WHEREAS the Board CONCURS the recommendation of the Public Works Director that the work is necessary for the construction of the Detention Facility; and WHEREAS the general prevailing rates of wages, which shall be the minimum rates paid on this project, have been approved by this Board; and WHEREAS the Planning Commission reviewed the Environmental Impact Report pertaining to this project on April 26, 1977, and found it to be adequate awfound the project to be in compliance with the General Plan; and WHEREAS the Environmental Iwpact Report was approved,by the Board on May 3, 1477: y . IT IS BY THE BOARD RESOLVED that said Plans and Specifications are hereby APPROVED. Bids for this work will be received on November 23, 1977 at 2:00 a.m. and the Clerk of this-aoard is directed to Publish Notice to Contractors in the manner and for +he' time required bylaw, inviting bids for said work, said Notice to be 'Published in the MARTINEZ WS GAZETTEZ AND ADOPTED by the Board on October • Originator: Public Works Department 4 Detention Facility Project • ' cc: County Administrator County Auditor-Controller Public Works Director County Counsel Al RESOLUTIO4 NO. 77/280 Y : r e, m e Tw YK L` rc t n a 64,Ip WITH OL-OT- TEP HAZ- 1/00 CMINLEcog WELL DOLT • . c � • , o 00 . •O o .Qo• D A pK[!:G,A�5T MVI.I-IoN GONNFLT1oN Kaplan/McLaughlin DATE q. CONTRA COSTA COUNTY DETENTION FACILITY ARCHITECTS PLANNERS 901 BATTERY STREET SHEET PRECAST PANEL SCHEDULE 415 39R NCISCO CA. 94111 p(I-ko C?Ip,Oi.TO f,.NT IN GONG. . p o ' p Z A. o o, o• A }'�2EGA�T MULAWON �112�� ti.�p p • Kaplan/McLaughUn DATE CONTRA COSTA CWNTY DETENTION FACILITY ARCMTT�CTS PLANNERS 9C}1 BATTERY STREET s►+�eT PRECAST PANEL SC�� SAN FRANCISCO CA. 94111 '4 5;"!P;", 415.398 5191 .. ;ti, t.--.-t«':•Y a :gM F7 -.777) .a..4.1-�. %B''TYP. EraX`r Gt?oUT p — o groEALAN T A JAMS @ IOKECAS rANEL HEAP °.X-L SIM. � • ' �o c a Oo • S,�pTYp Fe) JAM13 G Ozf-CMT rANEL (HEAD SILL e>!M) aII:11_OII • DATE Kaplan/McLaughlin o�� CONTRA COSTA COUNTY DETENTION FACILITY ARCHITECTS PLANNERS 901 BATTERY STREET SHEET ----- -- - -- ___. ____• SAN FRANCISCO CA. 94111 Ars.�1 ;�' PRECAST PANEL SCHEDULE 415.393.5191 A .bl i 00 , h 4� v •c � o �o• -71 Y —moo___ I - V.�y2� A WINPOWGa TYM Y. W tOANE O) Kaplan/McLaughlin j ESQ p- SRA COSTA COUNTY DETENTION FACILITY ARCHITECTS PLANNERS --00( 09 RALBATTERY ERY STREET SHEET �......- SAN FRANCISCO CA. 94111 .4�P. ,ti� PRECAST PANEL SCHEDULE 415-3c.6.5191: ,a". �:.,._}f>.r� �:?,i. Y}-��,*.s..::s,»r .,z,..�i .. �._.. ss:a F•k�i .t,..�,.�_ �,�...z..�r 1 -.._. t;..!'S° 1;=.s.'� eta: ..v dt,�.�'�::� >,. ts,�w',_. A 45.2r i Yell (3rVmL TYt' oof lot Q," �'� ¢j� .r%211 1U A IWIN0,0WOEXTENOR HANEL X5.81 o Oo •po a t 44 k3 WINDOW 0 CoL)RT`^R1 3 t�ANEL Kaplan/McLaughlinDATE q- CON RA COSTA CouNTY FACILITY ARCHTECTS PLANNERS 901 BATTERY STREET t SET ' ' - SAN FRANCISCO? CA. 94111 'r}5.?°1 PRECASTPANEL `PANEL. SCHEDULE 415.398.5191 ,r,�: ..,_< _.;,`. '...: ,.:. .� r?+--.�.a.fe-� a.,i i•..,-.z�ri i a. �.ems'. a ct�3 a..,lett i:"F�+�.�.^�^�+L.u1 ��'s�,� +.3,r y.�,,..4,.k.� • . • , " •• ; '• , , moo . 'p 00 4 o go ' Vie A *L)rr aKr Wr B FA65GIA t •0 00• •' MF -EOffCX1NO ra, Kaplan/McLaughlin °"io/ - CONTRA cosrA COUNTY FACILITY ARCHITECTS PLANNERS 941 BA ERY STREET SAN FRANCISCO CA. 94111 ,71 PRECAST PANEL SCHEDULE 415.398.5191 - MWFIi_E TD MATCH "INTI IKF'OIeM 1514" OR" EYE"aN TYKE. 1?�,° fAJ"LFIJAf t- 00 ° . a p° o O o , 10 s . 00 o i A taKECAcbT RIN & DETAIL. o o.• PRIP sI Kaplan/McLaughun X10/2 CONTRA COSTA COUNTY uTY ARCNITE T PLANNERS 901 BATT R STREET SHEET SAN FRANCISCO CA. 94111 ;?7 ; PRECAST PANEL SCHEDULE a1s 398 s1s1 if g,:',i` ':. {` x7-7777, ---- 4 01-TYI°E pANE.L . . .. :0 Or A I i''fiT'E?Z3-TYrF- i�Ahi�t� GvNpiTipN Kaplan/McLaughlin WE CONTRA CC�itA COL MY FACIUTY ARCHITECTS PLANNERS 0/2 - 901 BATTERY STREET �z ` SAN FRANCISCO CA. 94111 q-5,7b' .1 PRECAST .PANEL SCN�DUI.E 415.398.5191 w :©o' "0 - --j0, FT-1 MITF-9 e UAL 71ACKNE09 PANCUD 11121 - ��..pil • °. 4p op r a 120 rANF-L- pp B MITE.R Gd' 101 12-" NELG Kaplan/McLaughlin °"j o CONTRA COSTA COUNTY DETENTION FACILITY ARGITECTS PLANNERS 901 ATTTERY STREET SAN FRANCISCO CA. 94111 SCHEDULE 415.398.5191 x-575 ,' =PRECAST PAN _.... _,___ ..._ �...�....: ,�...,,#..�Cwn.�x. .. _ :.v:,x+�FJ.. _ s� .'�'.' btu' :i�.-,. .=t .Ts-�,'�. •,� PRECAST PANEL SCHEDULE x TYPE HEIGHT WIDTH END COMMENTS X/1 21'-8" 7'-6" STR. X/2 NOT USED X/3 21'-8" 7'-4" STR. X/4 NOT USED X/5 NOT USED X/6 21'-8" 10'-10" (R)MIT. 45.76A X/7 21'-8" 10'-10" (L)MIT. 45..76A X/8 21'-8" 7'-6" STR. SEE FIG. X/9 21'-8" 7'-6" STR. OPP. HD. X18 X/10 21'-8" V-6" STR. SEE FIG. X/11 111'-3' 71- EE FIb. FIGURES X X X b 10 4 I IA M - .F = o I t ' -11 NOTES Kaplan/McLaughlin ��p��-`� CONTRA COSTA COUNTY DETE CILITY ARCHITECTS ' PLANNERS - 901 BATTERY STREET SHEET - SAN FRANCISCO CA. 94»1 h'�,a 4 „ 4 PRECAST PANEL SCHEDULE 415 398.5191: :. - E fT- I i I � G Kaplan/McLaughlin '1;/ + CONTRA COSTA COUNTY DETENTION FACILITY ARCHIT CTS PLANNERSSULE 9111BA ERRY STREETS ___SAN FRANCISCO CA. 94111 E _PRECAST .PANEL SCH 415.398.5191 M . ., ..... .. ....- .:. s,—,. .� ........ _ .c c.. .r ,.-w'''.. w._.. • �.0 ,--n..i .as .445-•^'.i .,,v ..� .pA,.+54` L^ . PRECAST PANEL SCHEDULE V TYPE HEIGHT WIDTH END COMMENTS V-1 24'-S" 10'-9" STR. V/2 24'-S" 10'-9" STR. -arr HP . V/1 FIGURES NOTES Kaplan/McLaughlin 1 o�a+ CONTRA COSTA COUNTY DETENIX" FACILITY ARCHITECTS PLANNERS ���c�'1 901 BATTERY STREET SHEET C, .1 SAN FRANCISCO CA. 94111 PRECAST PANEL SCHEDULE 415.398.5191 a W • 2 _ oP { HP, N- 4F.H. � p N � • w N '_ � – •of } .,;,, .��,; - Kaplan/MeLau&lin OAT£ CONTRA COSTA COUNTY DETENTION FACILITY tv124 ARCH CTS PLANNERS ._ 901 ERY STREET SHEET — SAN F ANCISCO CA 94111 46.,,. , PRECAST PANEL SCHEDULE 415!398.5191 — z{ PRECAST PANEL SCHEDULE TYPE HEIGHT WIDTH END COMMENTS U/1 21'-8" 11'-11-1 4" (R)MIT. 95.75E FIGURES NOTES Kaplan/McLaughlin �Az- ���- CC�'TRA COSTA COUNTY DETENTION FACILITY ARCHIZEC�TS PLANNERS 941 BA BY��ttRY STREET SKEET FRANCISCO CA 94111 ; r�,�-p PRECAST PANEL ULE 415-398-5191 * lJ' Wil' .� • a t nA a� vi El 459 ,7q 91M. 71 71 111- 1141' .- p Kaplan/McLaughlin 1a�2 ; CONTRA COSTA COUNTY aErErvnM FACILITY ARCHIjECTS PLANNERS 901 BA ERY STREET SHEET:; " SAN FRANCISCO CA. 941115;. x. !PRECAST _P SCHEDULE 415 398.5191 _4,1 a `77 --ate" �3: PRECAST PANEL SCHEDULE ANL TYPE HEIGHT WIDTH END COMMENTS T/1 21'-E" 11'-11-1 " (L)MIT. 45.758 FIGURES NOTES Kaplan/Me-Laughlin 1012}--___ C� 'TA COUNIX.DETEN f iON FACILITY ARCHI ECTS PLANNERS , . - 901 BA�TERYSTREET SHEET SAN FRANCISCO CA. 94111 4 r._3P� PRECAST PANEL SCHEDULE 415.398.5191 fi y- V . J a r t Kaplan/McLaughlin1O CONTRA TA COUNTY DETEM1C)N FACILITY ARCHi ECTS PLANNERS 901 13AT TE STREET USAN FRA��N CISCO CA. 94111 .37., j PREC�IST f'AN SC1-�EOt3 15 398 K_ j ,4 PRECAST PANEL SCHEDULE TYPE HEIGHT WIDTH END COMMENTS S/1 NOT USED S/2 NOT USED S/3 14'-0" 9'-8" (L)MIT. 45.75A 3/4 14'-0" 7'-5-5/8" (L)MIT 45.76A S/5 14'-0" 7'-5-5/8" (R)MIT 45.76A S/6 14'-0" V-3-3/8" STR. FIGURES NOTES TE Kaplan/MCLaughlin- 1p/n, - CONTRA COSTA COUNTY FACILITY ARCHITECTS PLANNERS • 901 BATTERY STREET SHEET SAN FRANCISCO CA. 94111. 9-5. 6 l' RECAST PANEL SCHEDULE 415.39$•5191 5 it ` 4 �Er Al 71-we'll ' 4574 • •� 4 6 SIM. -2.'•wt/0V/gyp -�-- _ 15 Kaplan/McLaughlin DATE CONTRA COSTA COUNTY DETENTION FACILITY ARCHITECTRS PLANNERS s�%4 _ _. _______ _ , 901 BATTE Y STREET SAN FRANCISCO CA. 94111 . s �,' '_PRECAST_ PANEL.___SCHEDULE 415.398.5191 - - PRECAST PANEL SCHEDULE TYPE HEIGHT WIDTH END COMMENTS R/1 1'-8" 1'-1" (R)MIT. 45.76A R/2 1'-8" 1'-1" (L)MIT. 45.76A FIGURES NOTES Kapl€iTlf MC�.aLi ;� ��pf2_- CONT(iA COSTA COUNTY DETEN CK�f FACILITY ARCHIECTS PLANNERS - �. • - 901 BA TERY STREET SKET ..'_PRECAST PANEL SCHEDULE SAN FRANCISCO CA 94111 �}5. �'jq- , 415 3985191 Fr tS" �1 • D N 1 1 F. rr I v ?V J -Is . �..• '4' 2N r . 1 11/4; Kaplan/McLaughln casT�A COSTA COUNU FAciLi iTY OATE ARCHIT CTS PLANNERS 941 BAT ERY STREET' sMET _ FRANCISCO 93111 $ ,. -'-IPRECAST PANEL SCHEDU,E SAN FRANCISC 415.398,5191 ' PRECAST PANEL SCHEDULE Q TYPE HEIGHT WIDTH END COMMENTS 0/1 21'-8" 7'-6" STR, 0/2 14'-0" 7'-6" STR. Q/3 14'-0" 7'-10" (R)11IT. 45.75A Q/4 14'-0" 6'-8" W MIT. 45.75A Q/5 14'-0" 6'-8" (R)141T 45.75A Q/6 21'-6" 11'-7" STR. 0/7 14 '-0" 7'-7" (R)MIT. 45.76A 0/8 10'2-1/2.'71-1' STR. , FIGURES NOTES Kaplan/McLaughUn o�2q- CONTRA COSTA COUNTY DETENTION FACILITY ARCHITECTS PLANNERS 901 BATTERY STREET SAN FRANCISCO CA. 94111PRECAST PANEL SCHEDULE = .., wax _ =�. ��b �.. , .77 ,... , : h IL - CI , —if F F, i F.F. • G _ 5 i 7i_Ga Kaplan/McLaughlin °"1o�2q. COMA COSTA Co TEN110(N FACILITY ARCHI CTS PLANNERS 9Q1 BA ERY STREET s►+�ET SAN F ANCISCO CA. 94111 .- 5 31 , PRECAST PANEL SCHEDULE 415-398.51913 . ,. PRECAST PANEL SCHEDULE TYPE HEIGHT WIDTH END COMMENTS P/1 21'-8" 7'-6" STR. P/2 14'-0" 7'-6" STR. P/3 14'-0" 7'-10" (L)MIT. P/4 14'-0" 4'-8" STR. P/5 14'-0" 7'-7" (L)MIT. 45.76A P/6 10'2-1/2' 91-7-1/4" STR. P/7 1012-1/2' 71-0-1/2' STR. FIGURES NOTES Kaplan/MCLaughlin DAlp/24__ CONTRA COSTA COU FACILITY ARCHIT CTS PLANNERS — 901 BATERY STREET sf+eer SAN FRANCISCO CA 94111 ,,30 PRECAST PANEL. SCHEDULE 415 398 5191 _.' ° G 7*M, v- r s ' �-a 4 N •F V' �F 1 a Kaplan/McLaughlin p�2,e�- CONTRA COSTA COU FACILITY ARCHITECTS PLANNERS 901 BATTERY STREET s►+eer SAN FRANCISCO CA. 94111 �"5,2°I �,� ` PRECAST PANEL SCHEDULE 415.398.5191 , .. ..:;. :..`: r. .fit- -fir, r•., ei,..3 z'`' t; PRECAST PANEL SCHEDULE TYPE HEIGHT WIDTH END COMMENTS N 2'10-7/8 ' 7'-0" STR. FIGURES NOTES Kaplan/McLaughlin CONTRA COSTA LINTY D> TENTION FACILITY ARCHITECTS PLANNERS 901 BATTERY STREET SKET SAN FRANCISCO CA. 94111 5,��.: PRECAST PANEL SCHEDULE 1415-398-5191 N r c4 �' � FF hMo©i'Fi • I Sao • r 4J-g3 VO 0 1" 71 Kaplan/MLaughZui °ATE CONTRA COSTA COUNTY DETENTION FACILITY C ARCHI ECTS PLANNERS 901 SA-TERY STREET SWET ~ SAN FRANCISCO? CA. 94111 45.27 :V' _.'.PRECAST_ PANEL SCHEDULE 415�398.5191 . PRECAST PANEL SCHEDULE M TYPE HEIGHT WIDTH END COMMENTS , M/1 22'-1-1/201 7'-6" STR.' M/2 22'-1-1/2" 7'-6" STR. OPP. HD. M/1 FIGURES NOTES Kaplan/MeLaughlin DATE CONTRA COSTA COUNTY DETENT10N FACILITY ARCHITECTS PLANNERS " 9/!Zt,. : 901 BATTERY STREET SHEET _ SAN FRANCISCO CA. 94111 95 26. PRECAST PANEL SCHEDULE 415.398.5191. _�- f ,. ,. � ..c.:..r, ..... ,.- .w. .., � �..,....... . ., ...�•i... .,.::.,a.��`aw;.#: ..±a_._=a at�"�-+�.ir .�:�,.r+'�`t+ t.,(4e& .� ,.`Y�„'! . M M 1 2 HIZ app, s V N F ' 0 t .01 t i r� w1 11-11!/211 3!6V2k 7L(, Kaplan/McLaughlin �1p124 CONTRA COSTA COUN TION FACILITY ARCHI' ECTS PLANNERS 901 BA TE RY STREET S++eET SAN FRANCISCO CA. 94111 45.1.5 1 PRECAST .PANEL SCHEDULE 415.398.5191 Cvna'�- i7:�.,.,.,�.x:42.x �.?�a37yp^.� r i_ PRECAST PANEL SCHEDULE r L TYPE HEIGHT WIDTH END COMMENTS L/1 7'-6" 1'-7" STR.' i FIGURES s NOTES • DATE Kaplan/McLaughlin 1p f2�. �COSTA COUNTY DETENTION FACILITY ARCHITECTS PLANNERS 901 BATTERY STREET sr�ET SAN FRANCISCO CA. 98111 4!5 24 _ PRECAST PANES :SCHEDULE,. 418 398 5191 ...,. 4; v77777 + ■ r i ■ .. , j_ 77 s Q • r , C, i.� c . { 11.11 fe� oil ayo 11�-7 u Kaplan/McLaughlin 1 /24_ CONTRA COSTA COUNTY QETENTK)N FACILITY ARCHI CTgg PLANNERS •. _ . 901 BAkv RY STREET smcr SAN FRANCISW CA. 94111 52.3,'`, PRECAST PANEL SCHEDULE 415-39n 5191 Xv PRECAST PANEL SCHEDULE K TYPE HEIGHT WIDTH END COMMENTS K/1 13'-2" 6#-6" STR. FIGURES NOTES Kaplan/McLaughlin YE +2CONTRA COSTA COUNTY FACILITY ARCHITECTS PLANNERS 90i BATT ERY STREET SAN FRANCISCO CA. 94111 ??.e PRECAST PANEL SCHEDULE '415-398-WI.., ___ _ ._.......... ,.r...., .. �^ ,.-.:a .a ,a.,x:E -. r-. .,.i w 4._�; 3. ..-. : ,`�i4,..r, :s}. ,Ja .;:.t ...._ct -3...•., ' K M i •4 .1 ' j • • 1 FF a Kaplan/McLaugliHn 10 24 CONTRA COSTA COUNTY DETEN11ON FACILITY rmlCMITECTS PLANNERS _ 901 BATTERY STREET WfeT SAN FRANCISCO CA. 94111 4 5.1t PRECAST PANEL . SCHEDULE 415.398.5191 PRECAST PANEL SCHEDULE /J\ TYPE HEIGHT WIDTH END COMMENTS J/1 6'-1-1/ " 15'-0" STR. J/2 10'-1-1/ " 171-101STR. J/3 7'-11-1,'2- V-3-3/4" STR. J/4 7'-11-1,'2" V-10 3/4"STR. FIGURES NOTES Kaplan/McLaughlin CCNU COSTA C0Uwm QMNTKDN FACILITY ARCHITT CTS PLANNERS _ 901 BAT ERY STREETS SAN FRANCISCO CA. 94111 45.20 . PRECAST PANEL SCHEDULE 415.39$•5191 J OUTUNE OF_ I ( T I ( OWOTH e.-OW RETE I II I I 1 �oleEb taNG, • Kaplan/McLaughlin cA p a+ CONTRA COSTA COUNTY DETENTON FACILITY ARCHITECTg PLANNERS / r} 2 941 BATTERY STREET s++��x SAN FRANCISCO CA. 94111c.ij, ,_,i PRECAST PANEL SCHEDULE 415.398.5191 PRECAST PANEL SCHEDULE H TYPE HEIGHT WIDTH END COMMENTS H/1 24'-8" 6'-8" (LIMIT. 45.75A H/2 21'-B" 6'-8" (LIMIT. 45.75A FIGURES NOTES Kaplan/McLaugW TE CONTRA COSTA COU DEIENT104 FACILITY ARCHITECTS PLANNERS o • 901 BATTERY STREET SHEEN - - SAN FRANCISCO CA 94111 45,18 , PRECAST PANEL SCI-IEDULE 415.398.5191. J N , m TL IIII I IIII III III Ililll N IllllilllnllllllllllillillllllllllililUlll d- J i F9 0 Lai VL it Kaplan/McLaughlin jo�24 CONTRA COSTA COUNTY FACILITY ARCHITECTS PLANNERS ` 901 BA HIVSTREET SIEET -- SAN'FRANCISCO, CA. 94111 �} PRECAST PANEL SCHEDULE 415�3�.5191, }5.� . PRECAST PANEL SCHEDULE G TYPE HEIGHT WIDTH END COMMENTS G/1 24'-8" 6'-8" (R)MIT. 45.75A G/2 21'-B" 6'-9" (R)MIT 45.75A FIGURES NOTES Kaplan/McLaughlin 1E CONTRA COSTA COUNTY DETENTION FACILITY ARCHITECTS PLANNERS ►-r 901 BATTERY STREET SKEr Q09 SAN FRANCISCO CA 94111 45-16- �' PRECAST PANE. S -iEDUL E 415.398.5191 _ . ..,- i% r t a fi a ; 3k ° { � � N . `� 3 ___ � IIIIIIIIIlIIIIIIII�IInlllllll�ll_�III�II - A, Q -- III�IIIIIIIII I I Illillll I III I I T fl+ !p' �••� •gyp:•! �_...�— �^�.. 111 1'x!4 Ma I91e: 0 Kaplan/MeLau& in 1p�24._ CONTRA COSTA COUNTY DETENTION FACILITY ARCHITECTS PLANNERS 901 BATTERY STREET SHEET SAN FRANCISCO CA. 94111 PRECAST PANEL`SCHEDULE 415.398.5191 . .-.a.=M ,d?�� ,s 5 F 2 PRECAST PANEL SCHEDULE F TYPE HEIGHT WIDTH END COMMENTS F/1 24'-8" 10'-9" STR. • F/2 21'-8" 10'-9" STR. F/3 NOT USED F/4 24'-8" 10'-9" STR. SEE FIG. F/5 24'-8" 10'-9" STR. SEE FIG. FIGURES F F o 214t!e1fh1 4-010 NOTES r Kaplan/McLaughlin 10 24- CONTRA COSTA COUNTY DETENTION FACILITY ARCHI EC S PLANNERS ". 901 BA TE. Y STREET SHEET SAN FRANCISCO CA. 94111 45PRECAST ..PANEL SCHEDULE 415.398.5191 �s J �� f111141I1I44411411111111Nllllllll4lllllllllllllllllllllllllllllNllilllllllllllllll v { FF ��1 `� -� -�� �� CI1I1111IIIIIIIIIIIIIIII1111111i11iliii111111111111N1111fi{lllllllllllll111111111 :► d• N j I� M 100- a' Ka lan/McLaughlin :DAr' C(3 ORA COSTACOUNTY T FACILITY ARCMWI ECTS PLANNERS 9Q1 BA�ERY STREET +�ET SAN FRANCISCO CA. 94111 :q� , PRECAST PANES SCHEDULE 415,398-5191 S .. ......,. :..•_ ...a.,�_ - 'xTs�"-c�'.'S?a.'.+c,�,��'�. E:�' .... ;�� e��• ��? =a�.., i4 POECAST PANEL SCHEDULE E TYPE' HEIGHT WIDTH END COMMENTS E/1 24'-S" 10'-9" STR. ' E/2 24'-S" 10'-9" STR. SEE FIG- E/3 NOT USED E/4 NOT USED E/5 24'-8" 10'-9" STR. SEE FIG. E/6 24'-8" 101-9" STR. SEE FIG. FIGURES E 2 5 � a a� Ld1 h � 1 r N a NOTES Kaplan/McLaughlin 1P j COSTA COUNTY DETENTK)N FACILITY ARCHITECTS PLANNERS _.. - OL 7.1 901 BATTERY STREET SHEET SAN FRANCISCO Ca 94111 45.12 t PRECAST PANEL SCHEDULE 415.398.5191 - LD J -~ I� 81lllil 118111lI11l81181N111118l1111111111188!111111111111111181111188 I� CONT N r r o s� 18818881IIII1�81�1l111111111118I8881i1881118111111 VIII � 1 t � 1 N i1- Z1 .P. t, .�I. .1• Off.'' ..—. a�' 'r�Fes. .t •• .i1�: •r ''' i r'�T. �1 Kaplan/McLaughlin to �COSTA COUNTY DETENTION FACILITY ARCHI ECT PLANNERS 901 BA�TER STREET SMET SAN FRANCISCO CA, 94111 ;� LL�, :,PRECAST PANEL .SCHEDU� E 415-398-5191 _ PRECAST PANEL SCHEDULE E TYPE HEIGHT WIDTH END COMMENTS D/1 24'-8" 9'-4" STR. D/2 24'-8" 9'-2" STR. D/3 21'-8" 9'-4" STR. FIGURES . t NOTES Kaplan/McLaughlin10/24 CONTRA COSTA COUNW DETENnM FACILITY ARCHIT CTS PLANNERS 901 BaT�ERY STREET 1T io PRECAST PANEL SCHEDULE SAN FRANCISCO CA. 94111 ,; _ MY� _a 415.398.5191 DEQ• Ea• -- r- -�-�:mss•—• .,�..:. p • IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIiiillllllllullllll 's _n " `� -� �� 111111 III IIIIIIIIIiillllllllll Illill I III Illlilll��lilil c r MT V _1 Z Kaplan/McLaughHn D 10/2�- CONTRA COSTA COUNTY of AGILITY ARCJ&7TCT PLANNERS 901 tin TER STREET s► r -- - __ . aSAN 1s•3s8 51�s ICA 94111 _PRECAST PANEL.. SCHEDULE ka PRECAST PANEL SCHEDULE C TYPE HEIGHT WIDTH END COMMENTS C/1 24'-B" 9'-4" STR. C/2 24'-B" 9'-2" STR. C/3 21'-8" 9'-4" STR. FIGURES NOTES Kaplan/McLaughlin DA1E0�24 CONTRA COSTA COUNTY FACILITY ARCHITECTS PLANNERS 901 BATTERY STREET SHEET - SAN FRANCISCO CA. 94111 95.08 �' PRECAST PANEL SCHEDULE 415 398.5191 _ . � Th'Xq-p • J ��r�Jpr� '� � IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIINIIIIIIIiIII _j a 4 N v i 111111111111111 llllllllllllillll111 '�N o n • a �- v- N r , CIO 3n Kaplan/McLaughlin p�2� rsfm COSTA COUNTY DETENTiUN FACILITY ARCHI CTS PLANNERS co 901 BA ERY STREET SHM SAN FRANCISCO CA. 94111 {�j,O7 ;• 1 PRECAST PANEL _SCHEDULE 415 398 5191 77747 PRECAST PANEL SCHEDULE TYPE HEIGHT WIDTH END COMMENTS B/1 24'-8" 7'-6" STR. B/2 24'-8" 6'-8" (R)MIT. 45.75A 8/3 NOT USED 0/4 21'-8" 7'-6" STR. B/5 21'-8" 6'-8" (R)MIT. 45.75A B/6 NOT USED B/7 21'-8" 70-1-1/2' (R)MIT. 45.75E B/8 . 21'-8" 7'-2" (R)MIT. 45.75A FIGURES NOTES K.aplan/AlcLaUghlin DATE CONTRA COSTA COUNTY DETQJU4L KILiTY ARCHiT%TS PLANNERS liqlt vivo 901 BATT RY STREET SHEET SAN FRANCISCO CA. 94111 45.06 PRECAST PANEL SCHEDULE 415.398,5191 A 077 � ILII{Iiil{illll{IIfIIN{NI{{I{�{IU{1111N{�IINNIIIfl{ 6' A 45b1 s G G - a .t { {{ll I {IIIIIN i{{illi{{{{{IIINgIININDI _, �• . •.45`71 .. _ 0477 A ,t5 A FF b� G' W7W 3'-GV•4i GM *-7 SW 7�•�u Kaplan/McLaughlin CONTRA COSTA CouNTY FACILITY ARCHITECTS PLANNERS 901 BATTERY STREET WCET --- SAN FRANCISCO CA. 94111CAST PANEL SCHEDULE 415.398.5191 'x•05 PRECAST PANEL SCHEDULE p, TYPE HEIGHT WIDTH END COMMENTS A/1 24'-8" 7'-6" STR. A/2 24'-8" 6'-8" (L)MIT. 45.75A A/3 24'-8" 7'-2" (L)MIT. 45.75A A/4 24'-8" 7'-6" STR. SEE FIG. A/5 NOT USED A/6 24'-8" 4'-5-1/4 (L)MIT. 45.75A A/7 21'-8" 7'-1-1/2 ' (L)MIT. 45.75B A/8 21'-8" 4'-5-1/4 (R)MIT. 45.75A A/9 21'-8" 7'-6" STR. A/10 NOT USED A/11 21'8" 6'-8" (LIMIT. 45.75A A/12 24'-8" 7'-2" (LIMIT. 45.75A & SEE FIG. FIGURES A 4 X NOTES Kaplan/McLaughlin ©f�4 CONTRA COSTA COUNTY DE FACILITY ARCHITECTS PLANNERS 901 BAT ERY STREET SAN FRANCISCO CA. 94111 45.04 -_PRECAST _PANEL SCHEDULE 415.398.5191 r Illiilfil IIIIIIIIIIINIfIIiflliliNllillilllfillil�illN N i , 1 • - ro 1 lit v- A 57� *' O ^f T—bil �o -�' 111 �! Kaplan/MGLau"'* p f24. �+'�RA COS1A COUNTY DETENTK)N FACILITY ARCD jECT PLANNERS 901 At t ER STREET srcET -__ _._ -- SAN FRANCISCO CA. 94111 �5.a3 . PRECAST PANEL. ULE 415.398.5191 NOTES TO PRECAST PANEL SCHEDULE • 1. All dimensions are to center of point between panels or to top or face of in situ concrete structure. 2. Width of panel dimension is the greatest width of panel and includes width of miter, if any. 3. (R) 14IT means that a miter indicated by detail reference is located on right edge of panel. (L) MIT indicates left edge miter. 4. To locate Window, assume the location of the opening is fixed relative to its nearest vertical edge. Panel width is mea- sured from this edge. For example, the Q-type panel has a window located 1'-3" from its left edge. All Q panel widths assume opening placement 1'-3" from left edge while varying in total width according to schedule. 5. Panel height is measured from top of panel down U.O.N. G. Typical fascia detail is 45.788. 7. Typical reveals are detailed at 45.77B. ; 8. All openings and bottoms of panels which overhang shall include a cast-in drip, detail 45.770. 9. Typical concrete rib texture, where applicable, is 45.77A. 10. Asterisk (*) on panels on building elevations refers to detail 45.78A. 11. Traffic decking pocket, detail 45.780, is typical on all 10" panels 'located where decking is indicated. 12. Inserts for security netting are indicated on building elevation sheet A7.4. 13. The following sheet numbers are not used: 45.02; 45.45- 45.74; 45.82-45.89; 45.92 and beyond. Kaplan/MCLaughlin DATE24-77FCOSTACOUN1Y DETENTION FACILITY ARCHI EECTS PLANNERS 90,1 eA TERY STREET CAST PANEL , SCHEDULE. SAN FRANCISCO CA, 94111 45,01 1 415-.3,18.5191 „{} j PRECAST CONCRETE Section 03411--Page 15 D. All structural welds shall be made by a certified welder in accordance with the erection drawings which shall clearly specify type, extent, sequence, and location of welds. E. All work and materials of other trades shall be adequate- ly protected by the Precast Contractor. F. A fire extinguisher, of an approved type and in operating condition, shall be located within reach of all burning and welding operations at all times. 3.6 PROTECTION A. Protect all units exposed in the finished work from stains or damage during remainder of construction period. Units which may become stained or damaged shall be cleaned or repaired, provided that such actions can restore the units to their org nal appearance and condition. Where structural damage results or where remedial work is not satisfactory to the Architect, units shall be replaced at no cost to the Owner. B. Protection shall be considered the responsibility of the erector until the installation is approved by the Archi- tect. 3.7 CLEANING Clean all exposed surfaces free of mortar, laitance, and con- struction soil. Do not use wire brushes or any acid solu- tions. Take special precautions to remove all alkalis and other compounds from surface of units which might cause etch- ing of glass or metal surfaces due to run-off from rain or window-cleaning operations. **END OF SECTION** o�►, o Contra Costa County �' - Detention Facility PRECAST CONCRETE Section 03411--Page 14 G. Do all cutting and drilling of precast items as required to accommodate other work. All cutting shall have the prior approval of the Architect. Cuts not shown on the Drawings shall be paid for by the trade requiring them. N. Verify caulking and sealing requirements with Drawings and provisions of Caulking and Sealants Section, and pro- vide joints of sufficient size to permit proper installa- tion of backup material and sealant. Leave all caulked joints clean, dry, and free of loose particles and for- eign materials, ready for sealant materials. I. Where bases of panels are required to be dry-packed, co- ordinate with Contractor for General Conditions work. Dry-pack shall be done per Section 03300. J. Where shims, wedges, or "buttons" are to be used for set- ting items, they shall be of nonstaining metal or other approved material. K. When metal connections have been completed, apply a coat of primer to all damaged shop-coated surfaces. 3.5 WELDING A. Welding for reinforcing steel bars, inserts, anchors, and anchorage details shall be in accordance with AWS D12.1, "Recommended Practices for Welding Reinforcing Steel, Metal Inserts, and Connections in Reinforced Concrete Construction," except that low-hydrogen electrodes shall be used for all welding. Welding at bends in reinforcing steel shall be avoided. B. Welding for structural steel shall be in accordance with AWS Structural Welding Code, and welders shall be quali- fied in accordance with the Requirements of AWS D1.1. C. The erector shall protect units from damage by field welding or cutting operations and provide noncombustible shield as necessary during these operations. NNW Contra Costa County Detention Facility z. PRECAST CONCRETE Section 03411--Page 13 lished by the Construction Manager prior to the start of erection and shall be continuously checked as required by his forces. C. The Contractor shall be responsible for protecting all precast concrete from damage by other trades prior to completion of the entire contract. Coordinate placing of precast work with other trades whose work adjoins or combines with precast work to produce a product with a neat, finished appearance and a completely watertight installation. D. Elements shall not be erected until concrete has attained a strength of at least 3,000 pounds per square inch, or not less than 7 days after casting concrete. Pickup in- serts and lifting equipment shall be adequate for the panels and weight involved and shall be the responsibil- ity of the Contractor. It shall remain the Contractor's responsibility to erect Z1 anel�n a setis •actory man- ner without amage to the�ap ne s. E. Elements shall be correctly and accurately positioned and plumbed in their assigned positions. Elements shall be securely and adequately braced by approved methods until the permanent closures, anchors, and bracing are com- pleted. F. Allowable Erection Tolerances: 1. Joint Dimensions: (+)3/16 inch, (.-)1/8 inch from dimensions shown on Drawings. 2. Edge Alignment: Jog in alignment of unit edges shall not exceed 1/8 inch. 3. Face Offset: Faces of adjacent panels shall offset not more than 1/8 inch. Bowed panels shall be ar- ranged so that offset tolerance is not exceeded. 4. Reglets: Reglets in adjacent units shall align with- in 1/8 inch. Contra Costa County Detention Facility a ' .. :{h`• mt .`.''moi hi:�;wt�'a.. ri.,..T�: ...,.�r.uS... _ .-.-. , . ,, .. .... . .. .. PRECAST CONCRETE Section 03411--Page 12 2. Unless recommended otherwise by manufacturer, trans- port units in vertical or near-vertical position when thickness-to-length ratio exceeds 1/60. 3. Use nonstaining, resilient spacers wrapped in poly- ethylene to protect units from chipping and spalling. 4. Support panels during shipment on expanded polysty- rene or similar nonstaining shock-absorbing material, using a three-point supporting system for panels shipped in a horizontal position and a two-point supporting system with supports at fifth points for panels shipped in vertical position. S. All precast members shall be handled and transported with the supports or pick-up devices located as near as practicable to the location of final supports. Pick-up points shall be shown on Shop Drawings. If, for convenience, they are located substantially differently from the final supports, calculations shall be furnished showing that the pick-up points as detailed will not produce undue stresses in the members. 6. Any panels which are cracked, chipped, or broken shall be removed and replaced as directed by the Architect and at the Precast Contractor's expense. 3.4 ERECTION A. General: Before commencing erection of units, examine the structure and all anchorage and inserts related thereto and verify that units may be erected within established tolerances. Notify the Architect, in writ- ing, of conditions preventing the proper installation of precast work. Do not proceed until such conditions (if any) are corrected. B. Erection of all precast members shall be performed by an organization thoroughly experienced in precast concrete erection. Sequence of erection shall be thoroughly out- lined prior to starting, and any special sequence out- lined by the Architect or Engineer shall be strictly adhered to. Base lines and elevations shall be estab- Contra Costa County c Detention Facility, w.t<' �W ,'�xs ii�jk.,�"'. ?�. _.,W .,s �!•t#'�".:..r,t;.,�.,a-+`��'"'',.'.����.�,""':,�',,'�r5 $`-sd3t�''k�-xsr ^,��.2.�,�..t,�^�,� PRECAST CONCRETE Section 03411--Page 11 3. Apply waterproofing treatment to all exposed exterior surfaces using low-pressure, airless spray pumps. 4. Where treatment may interfere with caulking and seal- ants, provide protection to such surfaces and reveals until waterproofing work is completed. 5. Apply material in one coat in strict accordance with manufacturer's directions and coverage recommenda- tions. Position units in vertical position to allow rundown of material. Commence application by com- pletely wetting the surface with a light, even spray application of the material and then proceed with a flood coat. Hold in one position until material flows down approximately 12 to 18 inches from contact point. Proceed in a horizontal back-and-forth direc- tion, taking precautions to overlap each pass verti- cally and horizontally. 6. Provide the General Conditions Contractor with manu- facturer's literature and directions fort tho actual sealer used so that he may properly apply the final coat of sealer when directed. 3.3 STORAGE AND HANDLING A. Storages 1. Each element shall be properly marked to correspond with designation on the Shop Drawings. 2. Store panels in a safe manner to protect them from contact with soil and physical damage. 3. Unless otherwise recommended by manufacturer, store units at the job in the same position as they were shipped. 4. Place stored units so that setting markings are easily discernible. B.. Handling: 1. Transport and handle so as to protect units from soiling and physical damage. oo!re15. Contra Costa County Detention Facility s`s*: -,AXA Va'i�.*f' ;"' PRECAST CONCRETE Section 03411--Page 10 2) Sealing the exposed surfaces with an approved sealing compound or membrane. 3) Hot air combined with moisture. 4) Continuous water curing. 6. form Removal: Do not remove precast units from forms until concrete has reached a minimum compressive strength of 2,500 psi. Cylinders shall be taken and broken to justify removal from forms. Minimum time for removal: 24 hours. a. The above limitations may be adjusted, with Ar- chitect's approval, upon Precast Contractor's submittal of alternate criteria. E. Finishes: 1. Typical Exposed Finish: Color, texture, materials used, and other exposed characteristics shall match approved samples. Exterior panel surface shall be cast face down and shall be true and smooth and free of stains and blemishes. All finishes shall be sub- ject to the Architect's approval. 2. Hack or Reverse Sides Smooth wood float finish. 3. Minor rock pockets and chipped corners which do not affect the panel strength and/or weather tightness may be patched and cleaned by accepted methods ap- proved by the Architect. No rock pocket, chipped corners, or other void reaching into the reinforcing steel shall be patched without permission of the Architect. 4. All repairs to finishes shall be subject to the Architect's approval. F. Water-Repellent Treatment: 1. After units have been textured, brush units free of dust and clean all surfaces exposed to view in the finished work. 2. Apply one coat of concrete sealer immediately after texturing and cleaning is completed. ■�■■ 4 Ki_ % Contra Costa County Detention Facility PRECAST CONCRETE Section 03411--Page 9 7. Reinforcing cages may be tack-welded for positioning at precast contractor's option and as follows: a. Prior approval shall be obtained from Architect. b. Welds are not subject to inspection. D. Concrete Works 1. Generals All concrete work shall conform to the gen- eral concrete requirements of Section 03300, unless herein specified. 2. Mixings Mixing of concrete shall be done in a count- er-current, pan-type mixer, which distributes coarse and fine aggregates evenly throughout the mix. 3. Vibrations All concrete shall be thoroughly Com- pacted by internal high-frequency vibration to pro- vide completely filled out, smooth, clean, and prop- erly aligned surfaces free from objectionable voids and blemishes. Vibration shall be such that dis- placement of forms or reinforcement will not occur. 4. Construction Joints: All concrete for any one pre- cast element shall be placed without pour or con- struction joints. 5. Curings Comply with applicable requirements of Sec- tion 03300 for materials and finishes for architec- tural concrete and as follows: a. Continuously moist-cure all units immediately after placing concrete so as to prevent cracking and to reduce shrinkage to a minimum. All units shall be cast sufficiently in advance of erection to allow proper curing and subsequent drying before setting in place. ---- b. Curing by any of the following methods shall be maintained until release strength has been reached. 1) Steam or hot-water curing at maximum temper- ature not exceeding 155 degrees F. After placement of the concrete, members shall be held for a minimum presteaming period of not less than 3 hours. MGM Contra Costa County ;i Detention Facility PRECAST CONCRETE Section 03911--Page 8 C. Reinforcing Steel and Miscellaneous Steel Inserts: 1. Reinforcing shall be accurately positioned and sup- ported on metal chairs. Chairs and other inserts touching the casting surface shall have galvanized legs so that there will be no possibility of future rusting. Where reinforcing is tied, take precautions to point wire ends away from surfaces to be exposed. 2. Install all metal anchors, inserts, clip angles, and other accessories for proper installation of the pre- cast units. Attach any required anchors, inserts, and lifting devices securely to reinforcing steel. Fabrication of anchor, inserts, etc., shall conform to current AISC and AWS Standards. 3. Coordinate with all other trades and ensure that all inserts, anchorages, mechanical and electrical work, etc. , are in proper place in forms prior to placing concrete. A. Inserts and anchors for suspended or mounted items of work shall be cast into precast members. Powder- driven fasteners and expansion bolts shall be used only with prior approval of the Architect for both type and location. S. Clean all carbon steel anchors and connectors fur- nished under this Section, removing all rust, grease, scale, and dirt by sandblasting or wire brushing, and shop-prime all surfaces except those to be welded or to be encased in concrete. Where surfaces will be inaccessible after erection, apply two coats of prim- er. a. Repair galvanized surfaces that have been damaged with two coats of the specified coating. 6. No details are given for erection of precast units. No special reinforcing to resist lifting and erection stresses has been shown. The Contractor'shall select erecting methods and shall provide erecting anchors and additional reinforcing where necessary for lift- ing without damage to the concrete. Locations of pick-up points are the responsibility of the Precast Contractor and shall be on concealed surfaces. The precast contractor shall be responsible for the adequacy and safety of the procedure employed. . 0053 Contra Costa County. 1' Detention Facility , ,a`' � '°'a PRECAST CONCRETE Section 03411--Page 7 A. Procedures specified herein are the basis for the bid. B. Alternate procedures proposed shall be submitted prior to bid closing date in sufficient time for Architect's review. 1. Alternate procedures, if approved, will be issued in the form of an addendum. 3.2 FABRICATION A. Workmanship: All phases of the work covered by this por- tion of the Specifications shall be performed by skilled workmen experienced in this type of work. B. Forms: 1. The forms shall be fabricated to achieve the same appearance (for each type of finish) as is specified in Section 03100 for cast-in-place concrete. The Contractor shall propose methods and materials for the approval of the Architect. 2. All work shall be cast in true, accurate forms that will withstand high-frequency vibration and all pres- sures due to concrete and temperature changes. All pieces shall be true to dimensions and profiles with straight, sharp edges. Moldings and arrises shall be sharp, true, and continuous at joints. 3. Forms shall be constructed to maintain face-dimension tolerances of plus 0 inches to minus 1/4 inch. Veri- fy and maintain all erection tolerances. Report any tolerance or finish requirements which the Contractor believes impossible to accomplish. 4. No panel shall be cast over a casting surface with a crack or other blemish. + 5. Where bond breakers or parting compounds are employed on forms or casting beds, they shall be a type which does not impair future performance of caulking and sealant materials or any applied coatings. OW 52 Contra Costa County Detention Facility ki, PRECAST CONCRETE Section 03411--Page 6 I. Conform to applicable architectural concrete require- ments of Section 03300. E. Concrete Mix: Mix shall conform to Class 5, as defined in Section 03300. F. Dry-Pack Materials: 1. Cement: ASTM C150, Type I or II. 2. Aggregate: ASTM C144. G. Anchorage and Connecting Items: 1. Structural Shapes, Plates, etc. : ASTM A36. 2. Bolts, Nuts, and Washers: ASTM A307. 3. Inserts: As manufactured by The Dayton Sure-Grip and Shore Co. , or approved equal, galvanized. 4. Galvanize all anchorage and connecting items that are exposed to the weather. Galvanize in accordance with ASTM A153. 5. Rust-Inhibitive Paint: Federal Specification TT-P-86, Type II, red lead and alkyd type= or Tnemec #99. a. For repair of galvanized coatings: Tnemec "Tneme- 3inc" 90-93. 6. Welding Electrodes: As permitted by AWS Code. H. Water-Repellent Sealer: Chemstop, regular masonry type, or approved equal--clear, nonyellowing, nonstaining solu- tion. PART 3--EXECUTION 3.1 GENERAL Olt X51 Contra Costa County' Detention Facility ,`l„y1t ' .+;iiy, PRECAST CONCRETE Section 03411--Page 5 C. Structural Calculations: Calculations for any portions not covered by, or changed from, the Design Drawings, including erection calculations and connections, shall be prepared and certified by a registered Structural Engin- eer licensed in the State of California and submitted for review. D. Mill Test Reports for Reinforcing Steel: Comply with re- quirements of Concrete Reinforcement Section, including verification of weldability of stool. E. Construction Schedules The Precast Contractor shall, within 14 days after the award of this Contract, develop a schedule for delivery and erection for all work covered by this subdivision of the Specifications. Should, for any reason, the schedule for the work under this Section be changed, such notice of change shall be made in writ- ing. PART 2--PRODUCTS 2.1 MATERIALS A. General% For purposes of bidding the color, texture, materials used, and other exposed characteristics shall match sample on file at job site. B. Formwork and Casting Beds% At Contractor's option to best achieve profiles and textures required and to pro- duce units within established tolerances. Conform to applicable requirements of Concrete Formwork Section. C. Reinforcing Steel and Supports: Conform to applicable requirements of Concrete Reinforcement Sectibn. D. Concrete Materials; As required to meet design mix spe- cifications and appearance characteristics of approved sample. Use same brands, types, and sources 'throughout the Project'. 000W Contra Costa County �.� Detention Facility a? PRECAST CONCRETE Section 03411--Page 4 Additional cylinders may be taken and broken to establish time of removal from forms. Make, cure, and test cylin- ders as per ASTM C31-69. Break all cylinders as per ASTM C39-72. Take slump tests as per ASTM 0143-71 at time of taking test cylinders. 1.5 SUBMITTALS A. Samples: 1. Before commencing manufacture of any precast units, submit for preliminary approval of the Architect not less than two (2) samples, each approximately 12 inches x 12 inches face dimensions which are repre- sentative of quality, color variation, and finish of the units. 2. Contractor's samples shall match sample panels which are available for reference at the Architect's office. At start of production a full-size panel shall be approved by the Architect as the actual standard for further production. All production shall match and conform to approved samples. 3. Production of units shall not begin until the full- size panel has been approved by the Architect. B. Shop Drawings: 1. Submit Shop Drawings showing complete fabrication and placing details to the Architect for review prior to start of fabrication. 2. Drawings shall show layout and reference to Design Drawings, sizes, dimensions, locations, reinforcing steel, handling and erection inserts, bracing points, and related details, including those details neces- sary for installation of the precast elements. No fabrication shall be performed until design and de- tails have been reviewed by the Architect. 3. The Architect's review is of a general nature only. An effort will be made to discover any errors, but all responsibility for conformance with the Drawings and Specifications shall remain with the Contractor. 00549 Contra Costa County 1t Detention Facility ah PRECAST CONCRETE Section 03411--Page 3 2. Proposed Contractor must presently possess adequate facilities to fabricate the required units within the allotted construction period. Precasting on the site will not be permitted. 3. Proposed Contractor must present proof of quality workmanship through reference to completed comparable installations or plant capability certification by the Prestressed Concrete Institute (PCZ) according to PCI Manual MNL 117, "Manual for Quality Control for Plants and Production of Architectural Precast Con- crete Products." 4. Proposed Contractor must demonstrate adequate finan- cial responsibility, including ability to post bond. 5. Failure to meet these criteria, or any of them, in the sole discretion of the County, shall be grounds for a finding that the proposed contractor is not a responsible bidder. 1.4 TESTS AND INSPECTIONS A. Tests and inspections shall be performed by a testing agency who shall perform those tests and inspections spe- cified below and such other tests and inspections as the Architect or Owner may require to establish the accept- ability of the work. B. Testing and inspection services shall be retained by the Owner at his expense except that, when tests or inspec- tons reveal failure of materials to meet Contract require- ments, all costs for subsequent tests and inspections will be deducted from the Contract price. C. Furnish all material and handling for test cylinders and any other samples which testing agency requires for anal- ysis of concrete work. D. Concrete shall be tested for compressive strength and slump. A minimum of four (4) cylinders shall be taken for each day's pour. One cylinder shall be tested at form removal, one at 28 days, and one kept in reserve. 0 IMS Contra Costa County Detention Facility �':;.. -..+�-.-i'3'#'.-3�$.,-*,r'cc,I',�c._'` ,..4$-:��S ..-?s-?tf.-• .. x� ;a _ PRECAST CONCRETE Section 03411--Page 2 U. Related Work Specified Elsewhere: 1. Reinforcing Steel: Section 03200. 2. Formwork: Section 03100. 3. Concrete Work: Section 03300. 4. Structural Steel: Section 05120. 5. Caulking and Sealing: Section 07900. 1.3 QUALIFICATIONS OF MANUFACTURER A. Precast concrete elements shall be factory cast by a man- ufacturer with five (5) years of satisfactory experience in the design and production of architectural precast products, having adequate finances, plant, storage, equipment, and skilled personnel available to expedi- tiously and competently detail, fabricate, and erect the precast concrete work. B. The following manufacturing firms are acceptable. Any other firms are subject to podnty'e approval during the bidding period. 1. Basalt Rock Company. 2. Western Art Stone Company. 3. Tecon-Pacific Company. 4. Lafayette Manufacturing Company. 5. Terracon Corp. C. Approval by the Architect is required of products or ser- vices of proposed manufacturer, suppliers, and installers and will be contingent upon submission by Contractor of a cetificate stating the following: 1. Manufacturer of precast concrete work must demonstrate capability and experience in the manufacture of the type of precast concrete specified for thiief Project. Contra Costa County Detention Facility 4 :, .,.. .- _�`. . s. :. .— ...:-: ..:'.� _tt{:t=. .x r.-,.,;.�..k, ���.;:.4`;�-�."..w.,xa 3-r�? �-�.�r+�.� r`4t.•.:fit'�.��:.,�..>a,,,yl. i ' PRECAST CONCRETE Section 03411--Page 1 PART 1--GENERAL 1.1 RELATED DOCUMENTS A. The general provisions of the Contract, including General and Supplementary Conditions and Division 1, General Re- quirements, apply to the work specified in this Section. B. The standards of the following Sections of these Specifi- cations shall apply to this Section as the Architect judges them applicable and as modified herein: 1. Concrete Formwork: Section 03100. 2. Concrete Reinforcingr Section 03200. 3. Cast-in-Place Concrete: Section 03300:• 1.2 DESCRIPTION OF WORK A. The work under this Section consists of furnishing all labor, materials, equipment, transportation, and services necessary to fabricate, erect, and complete all precast concrete as shown on the Drawings and specified herein. B. Some of the items specified herein are: 1. All architectural precast concrete units required for the construction of the Project. 2. All anchorage devices, supports, inserts, and fasten- ings required for installation of precast concrete units and which are embedded in the units,' and the furnishing of all bolts, shims, and "loose" anchorage items and supports for use in installing precast con- crete units. 3. Installation of reglets embedded in precast concrete units for flashing installations. 4. Cleaning and sealing. C. Finishes: Furnish base bid and alternate finishes as specified in Section 03300, "Cast-in-Place Concrete." 0049 o Contra Costa County Detention Facility CAST-IN-PLACE CONCRETE Section 03300--Page 34 C. Bolts or inserts which have been drypacked in place shall not be tensioned sooner than 7 days after packing. 3.9 CLEANING AND SEALING A. Immediately after texturing architectural concrete, clean the surface to remove dust and dirt. B. Immediately after cleaning architectural concrete, seal the surface with one coat of concrete sealer. The con- crete shall be allowed to surface-dry after cleaning, before sealer is applied. i C. Provide the General Conditions Contractor with manufac- turer's literature and directions for the actual sealer i used in order that he may properly reclean architectural concrete and apply the final coat of sealer at the com- pletion of the Project for when directed by the Archi- tect? . f t **END OF SECTION** i i I I Contra Costa ,County Detention Facility CAST-IN-PLACE CONCRETE Section 03300--Page 33 and rubbed to match surrounding surfaces by flushing with water and then solidly packed throughout the wall thick- ness with cement grout. Cement grout shall be 1 part cement to 2-1/2 parts sand, and shall be applied immedi- ately after removing forms. D. Architectural Concrete Repair: 1. Areas requiring patching of more than two (2) square feet for each 1,000 square feet of surface area may be subject to rejection by the Architect and subse- quent removal at the Contractor's expense. 2. Patching shall not be accomplished until the textur- ing of the surface has been completed. 3. Make patches indistinguishable from surrounding sur- faces. Determine mix formulae by trial to obtain a color match when both patch and concrete are cured and dry. After initial set, dress surfaces of patches mechanically or manually to obtain the same texture as surrounding surfaces. 4. Seal form-tie holes with 1/4 inch of silicone caulk- ing compound to prevent corrosion. Sealant color as approved by Architect/Engineer. 3.8 DRYPACKING A. Drypack shall be installed by ramming in thin layers. Ramming shall be done by using a short length of ram, the free end of which shall be struck with a heavy hammer (or mallet) several blows for each layer to compact the mixture. When completed, the exposed drypack shall show slight indication of moisture. The ram for drypacking around bolts shall be a short length of pipe which shall pass within the hole and over the bolt. Whep drypacking, place form around so that backing will be provided against which to drypack. B. All exposed surfaces of drypack shall be sealed immedi- ately after the packing is completed. Cover with burlap and keep moist for 3 days. Contra Costa County i�� Detention Facility CAST-IN-PLACE CONCRETE Section 43344--Page 32 B. Repairing and Patching: 1. Immediately after removing forms, all concrete sur- faces shall be inspected and any poor joints, voids, rock pockets, tie holes, except as specified, etc. , shall be patched at once, but not until the surfaces have first been examined by the Architect. Minor defective areas shall be chipped away to a depth of about 1 inch with the edges perpendicular to the sur- face. The area to be patched and a space at least 5 inches wide entirely surrounding it shall be wetted to prevent absorption of water from the patching mor- tar. Submit patching mixture, proposed for use, to Architect for approval prior to commencing the work. 2. The area to be patched shall be coated with a cement wash consisting of neat cement and a solution of one part "Konset" to four parts of water. The patching mortar shall be applied immediately thereafter. Patching mortar shall consist of one part cement to three parts fine aggregate and shall be-mixed with a solution of one part "Konset" to six parts water, to a consistency as dry as possible, consistent with the requirements of handling and placing. Mortar shall match existing concrete color. 3. The mortar shall be thoroughly compacted by ramming into place and screeded off so as to leave the patch slightly higher than the surrounding surface. It shall then be left undisturbed for a period of one to two hours to permit initial shrinkage before being finally finished. The patch shall be finished in such a manner as to match the adjoining surface in color and texture and shall be cured with one of the specified curing compounds, subject to the Archi- tect's approval. C. Tie Holes: Nails and tie wires or form ties shall be cut off flush with face of concrete and all surfaces shall be left smooth and clean. Metal spreader ties on exposed concrete work shall be removed or snapped off inside the wall surface. All resulting cone pockets on exposed beam, column, and wall surfaces shall not be patched (see Architectural Drawings for deta.ilsl . Pockets shall be sealed by covering the end of the tie wire within the cone with a thin, neat cement paste seal coat indicated on the Drawings and as directed by the Architect. Pock- ets on concealed walls and surfaces shall be pointed up (0 3 Contra Costa County i Detention Facility t CAST-IN-PLACE CONCRETE Section 03300--Page 31 proofing shall have a moisture content in accordance with the waterproofing manufacturer's recommendations. Waterproofing shall be applied as soon as possible after form removal. Immediately after application of waterproofing a curing membrane shall be applied to prevent loss of moisture. 3. Floor and Roof Slab Framing over Metal Deck: Curing of the top surface shall be with sprayed-on chemical curing compound, two coats sprayed on moist concrete. Curing shall be for a total time of 14 days. 4. Floor Slabs on Ground: Initial cure shall be with a fog spray applied to the finished concrete at least 24 hours. The fog spray shall be applied by an ap- proved fog nozzles water concentration shall be avoided. Final cure shall be for at least 14 days by one of the following methods: a. Waterproof curing paper. b. Chemical curing compound, three coats sprayed on moist concrete. Compound shall be approved by the Architect before application to the concrete. Contractor shall certify that the compound will not prevent bonding of finishes or paints to the concrete. c. Do not use curing materials which in any way ad- versely affect the color of architectural con- crete. Use materials proposed in construction or the mock-up to verify performance. Curing ma- terial used will restrict the loss of moisture to not more than 0.055 grams per square centimeter of surface when tested per ASTM 156. 3.7 REPAIR OF DEFECTS A. General: In general, some minor defective work may be repaired by use of cement mortar, as specified above, with permission of the Architects but if the defects are serious or affect the strength of the structure or the appearance, the Engineer and the Architect may require the removal and replacement of that portion of the struc- ture affected. The Contractor shall pay the cost of all such work. 001942 -Contra Costa.County Detention Facility <. ;,� 71*'1`•s dti', i' "GY '� � . CAST-IN-PLACE CONCRETE Section 03300--Page 30 °n 3.6 PROTECTION AND CURING A. General: 1. Wheeling, working, and walking on concrete shall be avoided for at least 24 hours after casting. Protect concrete from sun and rain. Concrete shall not be subjected to any loads approaching one-half the design loads until concrete is completely cured, and until concrete has attained its 28-day strength (14 days minimum) . 2. All concrete specified hereinafter to have fog-spray, moist curing or water curing shall be cured continu- ously for the minimum durations of time specified including Saturdays, Sundays, and holidays (it shall not be allowed to dry out until it has cured for a specific time) . 3. Protect concrete during and after curing from damage during subsequent construction operations. 4. Make provisions to keep all exposed concrete free from laitance caused by spillage or leaking forms or other contaminants. Do not allow laitances to pene- trate, stain, or harden on surfaces which have been textured. B. Duration of Curing: The curing shall continue as listed for each portion of the work. 1. Footings, Foundation Walls, and Grade Beams; Forms may be left on for cure, provided forms are kept tight against concrete and are sprinkled with water regularly to prevent drying out. Minimum curing time shall be 7 days after placing concrete. If forms are removed prior to 7 days or if footings are cast in neat trench excavations, concrete shall be water cured by wetting 4 times daily for the remainder of the period. 2. Walls and Column Surfaces: Walls and columns shall be cured for a minimum of 21 days. Forms shall be kept moist until removal. Immediately upon removal of form, an approved sprayed-on curing compound shall be applied to the concrete surfaces in strict com- pliance with the manufacturer's recommendations. Wall surfaces which are to receive crystalline water- OW Contra Costa County �� " Detention Facility CAST-IN-PLACE CONCRETE Section 03300--Page 29 3. Slabs with steel-troweled finishes shall be troweled as soon as concrete has hardened sufficiently to pre- vent fines from working to the surface. Power-driven troweling machines may be used in this operation if the desired finish can be obtained by their use. After the first finishing operation and when the surface is sufficiently set for final hard troweling, steel-trowel to a smooth, hard, impervious burnished surface, free of defects. Finishers shall work from knee boards laid flat upon the surface. 4. Slab Finishes: a. All slabs which are exposed (with no cover, flooring, or special treatment) , shall receive 3 steel trowelings after finishing. These slabs shall be hardened with 2 coats of "Lapidolith" or approved equal, applied in accordance with manu- facturer's directions. b. All slabs which are covered with flooring shall receive two steel trowelings. Slabs to receive flooring shall have no sealers, sprinkled cement, or any other surface that would prevent the proper installation of the flooring. Any devia- tion from this shall be only with the express permission of the flooring installer and Archi- tect. c. Slabs which receive concrete fill, or pavers, for final finish shall be wood floated only. d. All exposed exterior slabs, and stair treads af- ter preliminary troweling, shall receive a non- slip, light-to-medium broom finish as directed by the Architect. e. Curbs and Gutters (Street and Parking Areas) : Finish shall be nonslip light broom, in accord- ance with County of Contra Costa Standard Speci- fications. f. Concrete Sidewalk, Paving, and Ramps: Wood-float, steel-trowel, and then broom slab to a uniform texture with straight striations in one direction only. • Trowel score lines to pattern indicated on Plan and Detail. -Broom finish shall match ap- proved sample slab and shall provide a nonslip surface. Broom finish shall be medium to heavy for paved areas, and heavy for ramps. Contra Costa County Detention Facility CAST-IN-PLACE CONCRETE Section 03300--Page 28 a. Edge forms and intermediate screed strips shall be set accurately to produce the designed eleva- tions and contours in the finished surface, and shall be sufficiently strong to support the type of screed to be used. The concrete surface shall be aligned to the contours of screed strips by the use of strike-off templates or approved com- pacting-type screeds. b. When the formwork is cambered, screeds shall be set to a like camber to maintain the proper con- crete thickness. 2. Jointings Joints in slabs on grade shall be located and detailed as indicated in the Project Drawings and Specifications. Slabs on ground shall be cast in checkerboard patterns. Joints in curb and gutters shall be as detailed -and in accordance with County of Contra Costa Regulations and Standard Specifications. 3. Consolidations Concrete in slabs shall be thoroughly consolidated. Slab concrete shall be compacted and tamped with a grid tamper so that the coarse aggre- gate is pushed below the surface, but without working paste and fines to the surface. Then screed the surface uniformly to grades. As soon as the surface becomes workable, it shall be wood floated. B. Slabs on Grounds Subbase for all concrete floor slabs shall consist of a minimum of 6 inches of the crushed rock thoroughly compacted. C. Finishes: 1. All floor finishing must be performed by experienced operators. Slabs shall be brought to grade for cam- bered slabs or to level grades as shown on the Draw- ings, and care shall be taken to ensure full thick- ness in all cases. All floor surfaces shall be fin- ished monolithically. Surfaces shall be uniform and level, or slope evenly to drains where they occur. Maximum deviation permitted will be 1/8 inch in 10 feet. 2. All concrete slabs shall be float finished prior to any final finishing. ' Power floats may be used on thick slab sections, hardwood floats shall be used on thin slab sections, such as pan slabs. + �♦41-Y Contra. Costa County Detention Facility' f s+Y ,moi" CAST-IN-PLACE CONCRETE Section 03300--Page 27 a. Abrasive-blast concrete after it has reached de- sign strength. b. Use an abrasive blasting nozzle of the Venturi type, either tungsten carbide or Norbide, 3/8 inch or 7/16 inch in diameter. A uniform nozzle pressure between 90 and 100 psi must be main- tained at the nozzle at all times. Use rotary- type compressors with diameters of air lines and hoses in accordance with the recommendations of the manufacturer of the abrasive blasting equip- ment. c. Use an abrasive that will not adversely affect the color of the finished surface. d. Provide for safety of workers and equip each with air-fed helmets. . e. Mask and protect all areas not designated to be abrasive blasted from abrasive blasting. 5. provide suitable enclusures for collecting grit and dust from the texturing operations and be fully re- sponsible for any damage or claims resulting from this operation. Comply with air-pollution and safety regulations of governing authorities. E. Related Unformed Surfaces: Tops of walls or buttresses, horizontal offsets, and similar unformed surfaces occur- ring adjacent to formed surfaces shall be struck smooth after concrete is placed and shall be ,floated and/or troweled to a texture reasonably consistent with that of the formed surfaces. Final treatment on formed surfaces shall continue uniformly across the unformed surfaces. Tops of walls at terraces shall have a very lightly broomed surface matching steps, as directed by the Archi- tect. 3.5 FLATWORK A. General: 1. Edge Forms and Screeds: 111'hl� Contra Costa County Detention Facility CAST-IN-PLACE CONCRETE Section 03300--Page 26 be wetted and rubbed with carborundum brick or other abrasive until a uniform color and texture are produced. No cement grout or slush shall be used other than the cement paste drawn from the green concrete itself by the rubbing process. D. Architectural Finishes: 1. Finish A: Texture all areas designated as "Finish A" to produce a uniform appearance similar in all re- spects to the Finish A produced on the mock-up ap- proved by the Architect. a. Texture concrete with an electric or pneumatic chisel. Minimum blade width shall be 2 inches. b. Texture concrete after it has reached design strength. c. Chisel away from corners to prevent spelling. 2. Finish B (Alternate) : Texture all areas designated as "Finish B" to produce a uniform appearance similar in all respects to the Finish B produced on the mock-up approved by the Architect. a. Texture concrete as specified for Finish D. b. Abrasive-blast reeds from both directions to as- sure a uniform appearance. 3. Finish C (Alternate) : Texture all areas designated as "Finish C" to produce a uniform appearance similar in all respects to the Finish C produced on the mock-up approved by the Architect. a. Texture concrete with a 1-inch, 16-point, bush hammer head. b. Texture concrete after it has reached design strength. 4. Finish D: Texture all areas designated on the Draw- ings to have architectural Finish D to produce a uni- form appearance similar in all respects'to the Finish D produced on the mock-up and approved by the Archi- tect. Contra Costa County t� Detention Facility U,,,," sRws n� �. y"b •' CAST-IN-PLACE CONCRETE Section 03300--Page 25 the concrete and the form and to blend the two layers. Insert vibrators in accordance with manufacturer's recommended radius of influence. Keep vibrator heads a minimum of 2-1/2 inches from the architectural con- crete face. 3. If, during the placing operation, there is any delay of more than 15 minutes, the previous lift will be manipulated with the vibrators just prior to the placement of fresh concrete. 3.4 FINISHING OF FORMED SURFACES A. General: 1. After removal of forms, the surfaces of concrete shall be given one or more of the finishes specified below in location designated by the Project Drawings and/or the Project Specifications. B. As-Cast Finishes: Surfaces shall be true to line and plane. Surfaces shall not contain honeycomb.or segrega- tion. When defects occur, they shall be remedied as directed by the Architect, and as specified. Should patching be necessary, the Contractor, at his own ex- pense, shall patch, clean brush, rub, sack, sandblast, etc. , any defective areas where directed by the Architect and in a manner acceptable to the Architect. The cones and wires shall be entirely removed and holes exposed to view shall not be patched; all fins on plywood-formed surfaces shall be removed; fins on board-formed surfaces shall be lightly rubbed down with wooden blocks. In general, surfaces shall be left clean and rinsed free of foreign matter and with the texture imparted by the forms. C. Rubbed Finishes: A smooth-rubbed finish shall be applied to all exterior plywood-formed surfaces and exposed in- terior vertical surfaces not otherwise finished by sand- blasting. Smooth-rubbed finish shall be produced on green concrete. All necessary patching shall be done immediately after forms have been removed, and the Archi- tect has inspected surfaces, and rubbing shall be com- pleted not later than the following day. surfaces shall MOMS Contra Costa County 1. " Detention Facility CAST-IN-PLACE CONCRETE Section 03300--Page 24 5. Contractor shall take extreme care not to displace reinforcing, inserts, anchor bolts, welding plates, or any other item called for to be embedded in con- crete. 6. Conveyors, trucks, or buggies must be thoroughly cleaned after each pour. Any concrete spilled on forms or reinforcing steel, in portions of structure not immediately concreted, shall be completely re- moved before concrete sets. 7. Any interruption in placing of more than 60 minutes will be cause for shutting down the work and the wasting of any remaining mixed concrete in hoppers or mixers. In case such interruption occurs, the Con- tractor shall provide construction joints where and as directed, and cut concrete back to such line, cleaning forms and reinforcing as herein specified. 8. A record shall be kept of the time and date of plac- ing the concrete in each portion of the structure. Such reports shall be kept until the completion of the structure and shall be open to the inspection of the Architect. G. Compaction: 1. Concrete shall be thoroughly compacted by puddling with suitable tools during placing, and thoroughly worked around the reinforcement, around embedded fix- tures, and into the corners of the forms. In addi- tion to manual spading and tamping, all concrete shall be internally vibrated with high-speed mechan- ical vibrators operated under experienced supervision., A mechanical vibrator shall be employed at eaeh' poi»t of dump, and a standby vibrator in good working order, but not in use, shall be kept on the job until all concrete is placed. a. Use a minimum of two 180-cycle motor'-in-head vibrators for architectural concrete placing. Minimum frequency, 9,000 impulses per minute] minimum head diameter, 2-1/2 inches. 2. Proper placement and thorough effective compaction of concrete are most important. Place vibrators in the concrete rapidly to minimize entrapped air between Contra Co n C to s County Detention Facility :W .??..T.vi.SSP#a .., s•.`ii`'*,zk,'-Y`. � ;a.{ i``, s'. "yrs..a.S',x.r,' ';?' kp ,+ t'' .",Y" ,', s.as at._.i,'.t ;3';ixa+t`'.,r`•h, CAST-IN-PLACE CONCRETE Section 03304--Page 23 E. Transporting: 1. Concrete shall be handled from the mixer to the place of final deposit as rapidly as practicable by methods which shall prevent the separation or loss of the ingredients. It shall be deposited as nearly as practicable in its final position to avoid rehandling or flowing. Concrete shall not be dropped freely where reinforcing bars will cause segregation, nor shall it be dropped more than 6 feet (3 foot at architecturally exposed concrete) . 2. Proper runways and scaffolding shall be provided by the Contractor and approved by the Architect. Such facilities shall not be supported on reinforcing, but shall be so constructed as not to displace or damage in any way the forms or reinforcing. 3. Concrete, at the Contractor's option, may be pumped from transit mixers to the point of final deposit. Pumps shall be adequate for the mix, aggregate size, and slump= and pump operators shall be experienced. F. Depositing: 1. Concreting, once started, shall be carried on as a continuous operation until the section of approved size and shape is completed. Construction joints must be of approved detail and location. 2. Concrete shall be so deposited as to maintain, until the completion of the unit, a plastic surface approx- imately horizontal. No concrete shall be deposited that has started to set or stiffen. The remixing of concrete or grout which has started to set will not be permitted. 3. Concrete, when placed in walls, shall not be placed in layers exceeding 4 feet in depth (2 feet for ar- chitectural concrete) . Schedule of pouring shall be such that no concrete shall take initial set before next layer is poured, unless a regular construction joint is made. 4. At least 8 hours must elapse after depositing the concrete in walls or columns before depositing the concrete in the supported beams, girders, joists, or slabs. 000 Contra Costa County Detention Facility , _. .. t . ,. .. >,..,r�•�.i.'msi.5�' �.,>,:? .. .�i�'s£''�c�...�,r����F...� .',�'a;• .k:i $� �:�+.i�».,:.� �`r�; �.s. � �Ai CAST-IN-PLACE CONCRETE Section 03300--Page 22 the review of each "checkerboard" in a checkerboard- slab pour nor the review of the commencement of each days wall pour within the reviewed area. C. Preparation: 1. Before depositing concrete, all equipment for mixing and transporting the concrete shall be cleaned, all wood chips, shavings, and other debris shall be com- pletely removed from the interior of the forms, and forms shall be thoroughly wetted. Reinforcement shall be cleaned, if necessary, prior to placing concrete. 2. Reinforcement and other work to be embedded in the concrete shall be securely in position before casting. Free-standing water shall be removed and ground water diverted from forms and excavations. 3. Concrete shall not be placed if the air temperature is 40 degrees F. or below and falling. If concrete is placed and temperatures below 32 degrees F. are anticipated, the concrete shall be insulated as in- structed by the Architect. 4. Concrete shall not be placed if air temperature is 80 degrees F. or above, unless methods approved by the Architect are utilized to keep the concrete mix at a temperature not greater than 70 degrees F. D. Grout Slurry: Prior to depositing new concrete, wet and place grout slurry at all approved construction joints in walls, columns, or other vertical members of small dimen- sion, or where reinforcing steel is congested. At nonex- posed areas, grout slurry shall contain 2 parts sand and 1 part cement, and shall be deposited to a depth of 2 inches on all horizontal construction joints. At exposed architectural concrete use a 2-inch depth of special joint concrete consisting of the same material and pro- portions as an adjacent concrete, except with a 5-inch to 6-inch slump with additional cement and color to maintain same water-cement ratio, strength, and color as adjacent concrete. Place slurry and joint concrete not more than 10 minutes prior to concreting. 113 Contra Costa County c Detention Facility CAST-IN-PLACE CONCRETE Section 03300--Page 21 S. Thoroughly clean concrete equipment before use in architectural concrete mixes to avoid contamination. 6. Furnish a delivery ticket as required in ASTM C94-69, and include the additional information: a. Signature or initials of ready-mix representative. b. Amount of cement. c. Total water content by producer. d. Indication that all ingredients are as previously certified or approved for use in architectural concrete. e. Notation to indicate the equipment was checked for contaminants prior to batching. 3.3 PLACING CONCRETE A. General: 1. The Contractor shall submit to the Architect for re- view a proposed schedule for placing all concrete before commencing with the work. a. Use one method of placement for all architectural concrete. 2. Where construction requires the mixing of two or more classes of concrete, the higher strength and type I governs, and shall be used. B. Review: Notice shall be given to the Architect 48 hours (2 working days) before each scheduled concrete place- ment, in order that the Architect may review reinforcing, forms, etc. , prior to casting concrete. Place no con- crete without Architect's prior review. 1. The above shall, for purposes of this Specification, be interpreted to mean the review of an entire area where all work has been completed and is 'in complete readiness to commence placement. It does not mean 00,%12 Contra Costa County Detention Facility CAST-IN-PLACE CONCRETE Section 03300--Page 20 B. All concrete shall be mixed with quantities and ingre- dients conforming to Testing Laboratory mix designs. In- gredients shall be proportioned by weight. C. Mixed concrete shall be homogeneous in distribution of material and uniform in consistency and color. Concrete shall be mixed for at least 10 minutes after all ingre- dients have been added, 3 minutes of this time must be immediately prior to discharging at the job site. The rate of delivery, haul time, mixing time, and hopper capacity shall be such that all mixed concrete delivered shall be placed in forms within 60 minutes from the time of introduction of cement and water into the mixer. No water shall be added after transit mixer leaves the batching plant without the approval of the Testing Labor- atory and the Architect. D. At time of delivery of each load of concrete, the manu- facturer of transit-mixed concrete shall furnish Owner's representative a delivery ticket showing cubic yards of concrete in load and mix designation number, amount of water incorporated, and time water was added to dry mix. E. Architectural Concrete Mixing: 1. Comply with ASTM C94 and, in addition, comply with the requirements of the Project Specifications. Load truck mixers with a minimum of three (3) cubic yards to ensure a uniform batch at the slump specified. Mix concrete in transit mixers three (3) minutes immediately prior to discharge. 2. Job-mixed concrete may be used, providing the con- crete meets the requirements of ASTM C94-69 for a stationary mixer. 3. Weigh bulk cement and pozzolan on a separate scale in a separate hopper, which may be attached to the aggregate hopper for cumulative weighing, provided there are separate beams of scales for cement and aggregates. 4. Introduct. admixtures into concrete through dispensers recommended and calibrated by the admixture manufac- turer. 001931 n ,i- ty Contra Costa ,County Detention Facility �lw?S? r'' .9eYvst` uhA`'"4v L ;X2 c, slh ``3 CAST-IN-PLACE CONCRETE Section 03300--Page 19 6. Construction joints in all horizontal framing shall be located near the middle 1/3 of spans in slabs, joists, beams, or girders, unless a beam intersects a girder at this point, in which case the joints in the girders shall be offset by a distance equal to twice the width of the beam. Provisions shall be made for shear transfer in beams and girders by use of included reinforcement. Keys shall be provided across all vertical joints in slabs, beams, walls, etc. , as detailed on the Drawings; in addition, dowels shall be placed across the joint. 7. Panels for slabs on ground shall be cast with a max- imum dimension of 30 feet in any direction and a max- imum area of 900 square feet. All slab panels shall be cast with casing areas staggered. Panels or areas larger than this shall be constructed only with the approval of the Architect, with joints as directed by the Architect. B. Length of continuous placement for foundations, walls, framed slabs, joists, beams, etc. , shall not exceed 50 feet unless approved by the Architect. Pour sections shall be alternated or staggered. B. Expansion Joints: Reinforcing bonded to the concrete shall not extend continuously through any expansion joint. At exterior wall expansion joints in the struc- ture, provide a continuous vertical keyway lined with premolded expansion joint material and with smooth dowels to match horizontal reinforcing, extending across the joint. Provide expansion joints at perimeter of building between primary structure and all paving and landscape concrete work, unless otherwise shown. Provide vertical wall expansion joints at 20 feet 0 inches on center in exterior site walls and retaining walls. 3.2 MIXING CONCRETE A. All concrete shall be ready-mixed concrete and shall be mixed and transported in accordance with "Specifications for Ready-Mixed Concrete" (ASTM C94) . o(WO O _ Contra Costa County Detention Facility CAST-IN-PLACE CONCRETE Section 03300--Page 18 Cement-plus-Pozzolan Content 500 lbs./cy minimum Slump 4 inches it inch Air Air Content 4 percent Water-Reducing Admixture Required Water-Reducing Retarding Admixture As required by weather Strength As specified Pozzolan Content 1 lb./10 lbs. of cement PART 3--EXECUTION 3.1 CONCRETE JOINTS A. Construction Joints: 1. Location of construction joints shall meet with Architect's approval, and shall be as shown on the Drawings. 2. Locate construction joints within rustications shown on the Drawings in architectural concrete finish D. Locate construction joints in the recess of the stri- ations in architectural concrete finishes A, 8, and C. 3. Joints not indicated on the Plans shall be made and located so as not to impair the strength of the structure. 4. All horizontal and vertical construction joints shall be cleaned and roughened by removing the entire sur- face by sandblasting, exposing the clean aggregate solidly embedded in mortar matrix. Extend reinforc- ing continuously through construction joints. 5. At horizontal joints which will be left exposed, the concrete shall be poured up to. a horizontal "reglet" or "screed" set into the forms. These joints shall be made in such a manner as to eliminate "overhangs" or "lips." 0t).ri2�� V Contra Costa County Detention Facility � sr a CAST-IN-PLACE CONCRETE Section 03300--Page 17 Lightweight Aggregate Concrete 6. Main build- ing floor and roof slabs over metal deck 5/8" 3" 3,000 0.030 C. Mix Design Requirements: 1. The minimum cement content established for stone ag- gregate and lightweight concrete shall be not less than the following, unless approved by the Architect. Strength Minimum Sacks/Cubic Yard 2,500 psi 5 3,000 psi 5-1/2 3,000 psi (lightweight) . ,5-3/4 4,000 psi •6 2. All classes of concrete shall contain a water-reduc- ing admixture and an air-entraining admixture that will entrain 4 percent (il percent) of air. 3. Lightweight concrete shall consist of lightweight coarse aggregate and normal weight fine aggregate and shall weigh not more than 110 pounds per cubic foot at 28 days after casting. 4. Maximum allowable unit shrinkage (expressed in per- centage of length) based upon the average value of three 4-inch-x-4-inch-x-11-inch test specimens after 21 days of actual drying time (total 28 days after casting) shall be determined as specified for Classes C, D, E, and F concrete. A variation of 10 percent from the specified values will be allowed. 5. Concrete may, at the Contractor's option, be designed for either pump or conventional placement. 6. Architectural concrete mix designs shall comply with the following criteria: n(1�2�i Contra Costa County ; ': Detention Facility CAST-IN-PLACE CONCRETE Section 03300--Page 16 water to collect on the surface. The maximum size of aggregates shall be such that it will produce dense and uniform concrete free from rock pockets, honey- comb, and other irregularities. 4. Determination of the amount of water in the batch shall include water contained in the aggregates. Water shall be added only in the proportions estab- lished by the Testing Agency. 5. It is the intent of this Specification that the color and consistency of the exposed concrete, as shown on the Drawings, shall be uniform throughout the job. Maximum precautions shall be taken in the design and mixing of the concrete to achieve this and. 6. The Contractor shall review and approve the proposed concrete mix designs for compatibility with his plac- ing requirements to ensure that the concrete as de- signed can be placed in accordance with the Drawings and Specifications. B. Classes of Concretes Size of Minimum Shrinkage Maximum Maximum 28-day Requirements Aggregate Slump Strength (shrinkage (inches) (inches) (psi) millionths) Stone Aggregate Concrete 1. Footings, grade beams 1-1/2" 4" 4,000 -- 2. Columns, walls 3/411 4-1/2" 4,000 0.035 3. Beams, slabs, and stairs . 3/411 4" 3,000 0.035 4. Slabs-on- ground, curbs 3/4" 3" 2,500 0.035 5. Precast panels 3/4" 3" 4,000onff 0..035 00,927 i Contra Costa County Detention Facility CAST-IN-PLACE CONCRETE Section 03300--Page 15 L. Curing Compounds: ASTM C309, Type I and which will not discolor the concrete nor affect bonding of other fin- ishes applied thereover, and which restricts loss of water to not more than 0.055 grams per square centimeter of surface when tested per ASTM C156. M. Waterproof Membrane: Use "Moistop-2" manufactured by American Sisalkraft Company under all interior concrete slabs on ground, or approved equal. N. Patching Cement: Shall be "Konset" as manufactured by Conrad Sovig, San Francisco, or approved equal. 0. Plastic Cement: F.S. SS-C-153, Type I. P. Bonding Agent: Adhesive Engineering "Concressive No. 1 LPL, or approved equal, 2-element, epoxy-Polysulfide binder. Q. Concrete Sealer: Chemstop, regular masonry, as supplied by Symons Corporation. 2.2 CONCRETE MIXES A. General: 1. All concrete mixes of each type and strength shall be designed by the Testing Laboratory and tested and re- viewed by the Testing Agency. 2. Final mix designs and results of mix-batch tests shall be submitted to the Architect for- approval at least 7 days before placing concrete. 3. The proportions of the concrete mixes shall be such as to produce concrete of the required strengths, slumps, and aggregate sizes, of low shrinkage and of a consistency that will allow thorough compaction of the concrete into corners and around reinforcing without excessive puddling, spacing, or vibration and without permitting the material to segregate or free Contra Costa County Detention Facility '&:x.� CAST-IN-PLACE CONCRETE Section 03300--Page 14 Aggregate for grout shall conform to Embeco manu- facturer's specifications. G. Dry Pack: Dry pack shall consist of 1 part of cement to 2-1/2 parts of fine aggregate (screen out all material retained on No. 4 sieve) , mixed with a minimum amount of water, in small amounts. The consistency shall be such that when a ball of the mixture is compressed in the hand, it will maintain its shape, showing finger marks, but without showing any surface water. H. Hardening and Dust-Proofing: A liquid hardener and dust-proofer shall be applied in strict accordance with the manufacturer's instructions to all exposed concrete floors. Use Conrad Sovig Co. "K-Natural" followed with "Sealer V," or an approved equal. I. Concrete Joint Material: 1. Expansion Joints: Expansion joints shall be formed by premolded bituminous joint material, nonextruding, 1/2 inch thick, conforming to ASTM C994, as manufac- tured by "Servicised Products," W. R. Meadows, Inc. , "National Expansion Joint Company," Celotex Corpora- tion, or approved equal. 2. Construction Joints: Construction joints for con- crete slabs on ground may be formed from wood or steel. Steel joints shall be Burke "Keyed Kold Joint" or 14-gauge galvanized formed steel. J. Surface Abrasive: Where shown or scheduled, provide aluminum oxide abrasive aggregate embedded in concrete surface. Apply Sonneborn "Frictex" or approved equal product by Norton or Wooster, in strict accordance with manufacturer's printed instructions. Use a minimum of 25 pounds per 100 square feet. K. Slab Curing Paper: Shall be American Sisalkraft Corpora- tion's "Orange Label Sisalkraft" reinforced waterproof building paper, "Pabcotite" paper, or approved equal, conforming to ASTM C171-6.3, Type I. Contra -Costa County �• Detention Facility £ 1 ' CAST-IN-PLACE CONCRETE Section 03300--Page 13 Coarse Fine Sieve No. or Size Aggregate Aggregate 1" 100 3/4" 90-100 3/8" 20- 60 1/4" 0- 10 90-100 8 75- 95 16 56- 75 30 25- 55 50 15- 35 100 5- 17 Unit wt. lbs/cf loose dry 50 max. 70 max. Fineness modulus 6.0-6.8 2.7-3.1 Specific Gravity (SSD) 1.20-1.40 1.40-2.10 i absorption (24 •hr.) 10 10 F. Grouts 1. Grout shall consist of the same proportions of cement to fine aggregates as are used in the regular con- crete mix (coarse aggregate only omitted) and shall be well mixed with such amount of water as will produce a thick consistency. 2. Grout for Base Platest a. For Grout Bed 1 Inch Thick, or Less: 1) 1 part Portland cement, Type II. 2) 1 part Embeco, manufactured by the Master Buildings Co. , or approved equal. 3) 1 part fine aggregate. 'b. For Grout Bed of More Than 1 Inch Thick: 1) 1 part Portland cement, Type II. 2) 1 part Embeco (see above) . 3) 1 part fine aggregate. 41 1-1/2 parts coarse aggregate of 3/8-inch max- imum size. 00524 Coritra•'Costa County Detention Facility � :.Q t Lam'-�-•3�, '6't" t�. ��• tlF,.. .E5's-.'? .,r..t '�z-r ? T�.�.m r., '.g:;� ���;...: .. t .z . .... �`�fi.;a,r .}Xaa�o- r3.,�:f�..t_..��a-i•,��<T.._$.-,>- z�e..,F CAST-IN-PLACE CONCRETE Section 03300--Page 12 The exact proportions of the fine aggregates and coarse aggregates to be used in the mix shall be determined by tests made by a Testing Laboratory subject to the approval of the Architect. f. it is anticipated that high-performance aggregate materials will be required for concrete mixes limited by shrinkage specifications. Sources of aggregate shall be as follows: 1) Fine Aggregates: Felton-Olympia, provided by Limestone Products, Inc. , or equal. 2) Coarse Aggregate: Kaiser Limestone, Pacific Quarry Products Limestone, or equal. g. Architectural Concrete Aggregate: Use one source throughout the Project. 1) Fine Aggregate: Felton or Olympia. 2) Coarse Aggregate: Kaiser Limestone or Pacific Quarry Products Limestone or equal. 2. Lightweight Aggregates: a. Aggregates shall conform to ASTM C330, except as modified herein. Aggregates shall consist of rounded individual particles each having a con- tinuous sealed outer shell resistant to moisture penetration and cement loss. Aggregate shall be expanded shale aggregate as manufactured by Port Costa, or an approved equal. b. Lightweight aggregate shall be washed and free of all foreign and deleterious substances. All lightweight aggregate prior to incorporation into the mix shall be presoaked to obtain optimum saturation. c. Lightweight aggregate shall be supplied as coarse and fine aggregate conforming to the following grading: 00,923 Contra Costa County Detention .Facility + Yi,,t, .:i 1 .,•C '45 Ek, =at .. .. .v '�'_' _.'S:zTCt.�{f•t-.trsa..� c1..�r.T' .A,..'..`. ... ..? ,k.1>lW����ii_F 5,t� 3"".' -.��n4";i'�."�. CAST-IN-PLACE CONCRETE Section 03300--Page 11 b. All aggregates shall have a minimum C.V. (Clean- liness Value) and S.E. (Sand Equivalent) of not less than 75. c. Fine Aggregates: Fine aggregates shall consist of a washed natural sand of siliceous or igneous origin, having hard, strong, and durable rounded particles. This sand shall not contain more than 1 percent by weight of such deleterious substances as clay lumps, shale, schist, alkali, mica, coated grains, or soft, and flaky particles. d. Coarse Aggregates: Coarse aggregate shall con- sist of clean, hard, fine-grained, sound, washed, crushed rock or gravel of siliceous or igneous origin, which does not contain more than 5 per- cent by weight of flat, chip-like, thin, elon- gated, friable, or laminated pieces, or more than 1 percent by weight of shale or cherty material. Any piece having a major dimension.more than 2-1/2 times the average thickness shall be con- sidered to be flat and/or elongated. Aggregate shall be uniformly graded from 1/4-inch size to maximum size. Aggregate shall be free from oil, organic matter, or other deleterious substances. e. Combined Aggregates: The combined grading shall be such that the percentage by weight of the com- bined aggregate shall fall within the limits es- tablished by the following table: . Limits of Grading Combined Aggregates Percentage by Weight Sieve No. or Size in Inches 1-1/2- l" 3/4" Passing a 2" 100 Passing a 1-1/2" 90-100 100 Passing a 1" 50- 86 90-100 100 Passing a 3/8" 38- 55 70- 90 90-100 Passing a #4 30- 45 31- 47 40- 60 Passing a #8 23- 35 23- 40 30- 45 Passing a #16 17- 27 17- 35 20- 35 Passing a #30 10- 17 10- 27 13- 23 Passing a #50 4- 9 5- 10 5- 15 Passing a 1100 1- 3 1- 3 1- 5 Passing a #200 0- 2 0- 2 0- 2 OQ*922 Contra Costa County Detention Facility M CAST-IN-PLACE CONCRETE Section 03300--Page 10 I. All concrete shall contain a water-reducing retarder which shall conform to ASTM C494, Type D. The admix- ture shall be of the hydroxylated carboxylic acid type in liquid form and shall contain no calcium chloride amines or air-entraining agents. The admix- ture shall not increase drying shrinkage after 7 days of moist curing and 14 days of drying (ASTM 0157) . The admixture shall be "Plastiment" manufactured by Sika Chemical Corporation, "Pozzolith 300R" manufac- tured by Master Builders, or an approved equal. 2. Air-entraining agents shall conform to ASTM C260, and shall be "Sika-Aer" manufactured by Sika Chemical Corp., "Darex," or an approved equal. 3. All admixtures shall be used in strict accordance with the manufacturer's recommendations, and shall be varied only with the approval of the Architect. 4. Two admixtures may be used in the same concrete, pro- vided such admixtures are compatible and approved by the Architect and are added separately during the batching sequence and provided further that the admixtures used in that combination retain full efficiency and have no deleterious effect on the concrete or on the properties of each other. 5. Pozzolan: Lassenite or Airox shall be used in all architectural concrete. Use one source throughout the Project. E. Concrete Aggregates: 1. Normal Weight Stone Aggregates: a. Concrete aggregates shall conform to the "Speci- fication for Concrete Aggregates" (ASTM C33) , ex- cept as modified by this Specification. The Con- tractor shall notify the Architect as to the source from which he proposed to supply the aggregate at least 5 weeks in advance of any concrete work so that the Testing Laboratory may test representative samples of these aggregates. The aggregates shall be furnished from a source which- shall be maintained constant throughout the job. contrra Costa County Detention Facility r = - ..... ,. ..-..Y,.. ..�_'. .x e. :Y' ..:r� �z,r����.r,.�.k� s'' .� ,�` �F: � 'H'4#i1�}'�'�,.Y.•e .�•', r"'°.F� -R "�� i `I n�.'L,,� -V§ , _�, � .'# k,+ -'tai:#?� G?. ?wi i 'a'' •. �? �' $ x "1�.�'.``'�;' CAST-IN-PLACE CONCRETE Section 03300--Page 9 D. Do not remove sample sections without written permission from the Architect. When directed, demolish sample sec- tions and remove from site. PART 2--PRODUCTS 2.1 MATERIALS A. Generals Materials shall be new and the beat of their class or kind. The materials, if found defective, un- suitable, or not as specified, will be condemned, and the Contractor must promptly remove from the premises all such condemned material. Materials specified by brand name shall be delivered in unbroken packages bearing the manufacturer's label and shall be the brands specified or their approved equal. Other materials shall conform to the applicable sections of the current editions of the various standard specifications quoted herein. Materials must be stored so as to cause no obstruction to other work, nor to the public, nor shall any portion of the structure be overloaded. Materials shall be properly protected from the weather or other damage, and shall be stored to prevent inclusion of foreign materials. B. Cement: 1. General: Use same brand of cement originating from same plant for each type of cement for exposed con- crete. 2. Portland Cement: ASTM C150, Type II, shall be used for general concrete work. 3. • Cement for architectural concrete: Kaiser Yosemite, Lone Star Santa Cruz Lite or Calaveras Architec- tural. C. Water: Water used in mixing concrete shall be clean and potable and free from injurious amounts of oils, acids, Alkalis, salts, organic materials, or other deleterious substances. D. Admixtures; 00520 Contra Costa County - {' _ Detention Facility CAST-IN-PLACE CONCRETE Section 03300--Page 8 B. Mock-up: Construct mock-up as shown on the Drawings com- plete with reinforcing. 1. Schedule mock-up castings so that a panel is approved prior to job-site casting of in-place architectural concrete. 2. Texture the mock-up to match the texture of the ap- proved Architect/Engineer's samples. 3. Cast mock-up panels until an acceptable panel is pro- duced. The selected panel shall serve as the stand- ard of color, texture, and workmanship used on the Project. 4. Use the approved mock-up's concrete mix unless writ- ten authorization to change mixes is received from the Architect/Engineer. 5. Slab-on-grade section, approximately 6. feet square for finish, with at least one construction joint and one contraction joint. 6. Keep samples of the materials used in the accepted panel on file in the Architect's office to be used as the acceptable standard for all future materials used on the Project. a. Samples: , 11 100 pounds of coarse aggregate. 21 100 pounds of fine aggregate. 31 One bag of cement.' 41 One bag of pozzolan. 51 One-half pint of each admixture. 61 Certified copy of the Contractortis mix design. C. Slab Finishes: Provide one sample approximately 6 feet square for each finish specified or scheduled. Provide each sample with at least one construction and one con- traction joint. •t. 001919 Contra Costa County Detention Facility ... • :t' ., .. r.... . -K :,Sz:Y��$�;�i `!_.�fi�a�Eh-z:#*t-. `4�.u:*.W.,ti s.:;$. �_� sr:S�3_,.�s -.�.k-=�;�-...z.. ..�.3.ii Y....,.u.*. -. CAST-IN-PLACE CONCRETE Section 03300--Page 7 1.5 SUBMITTALS A. The Contractor shall prepare the following submittals and schedules for the Architect's review prior to commencing the work: 1. Schedule of concrete work. 2. Construction-joint locations and sequence of concrete placement. B. The Architect's review is of a general nature only, and does not relieve the Contractor of responsibility for conforming to the Drawings and Specifications. 1.6 JOB MOCK-UPS A. Provide sample panels as herein specified. Perform re- visions and corrective work required to produce finished concrete and surfaces as required by the Architect. Con- struct additional sample panels as may be required if original results are not satisfactory to the Architect. B. The continuity of color and texture for exposed concrete surfaces is of prime importance. Maintain such controls and procedures, in addition to those specified, as neces- sary to provide continuous match of concrete work with accepted samples. 1.7 ARCHITECT'S SAMPLES A. Samples of finishes acceptable to the Architect are available for review by the Contractor before starting work. Coordinate procurement and selection 'of materials, and design and mixing of exposed concrete, to obtain acceptable color and finish in completed work. w 518 j Contra Costa County Detention Facility .... ,..- ..� W� CAST-IN-PLACE CONCRETE Section 03300--Page 6 c. Sampling and taking a set of 3 specimens at the job of each class of concrete for each 100 cubic yards or fraction thereof placed each day for standard 6-inch-x-l2-inch cylinder tests in ac- cordance with ASTM C31. A record of the location in the building of each concrete batch will be kept and noted on the specimen. Storage and transportation of test specimens will be by the Testing Agency. Standard compression test of the cylinders will be made, one at 7 days and one at 28 days in accordance with ASTM C39. The third standard cylinder will be kept for a further test if required. To determine concrete strengths for early form removal, etc. , additional test cylin- ders shall be made at the Contractor's expense, and shall be cured under the same conditions as the concrete to be checked. d. Slump tests will be made at the time of taking test cylinders, and/or at 1-hour intervals during placing concrete in accordance with ASTM C143. e. Air content will be tested at the time of taking test cylinders in accordance with ASTM C173, C231, or C138 test methods. 2. Additional Tests by the Testing Agency: a. If, for any reason, the minimum strength is not reached, the proportions of the mix shall be re- designed until required strength is reached. Contractor shall pay for all additional costs caused by this change. b. Should the concrete fail to meet the minimum specified 26-day strength for the class of con- crete tested (as determined by tests on both the regular and spare 2'8-day cylinders) , core samples of at least 4 inches in diameter shall be taken from the work in representative locations as di- rected by the Architect. Cores shall be taken in Accordance with the requirements of ASTM C42, and ghakll be tested as required for cylinders. Should these cores fail to meet the specified strength for the particular class of concrete, the concrete shall be deemed defective and shall be removed and replaced. The Contractor shall bear the entire cost of such testing, removal, redesign, and replacing of defective concrete. MOM 17 Contra Costa County Detention Facility a `Va8'z`s� 1`' yal .s`zh 'SS ' ra` ,.,+•'i apt, .s CAST-IN-PLACE CONCRETE Section 03300--Page 5 4. The Testing Agency will prepare a trial batch of the proposed mix designs for all classes of concrete. From each trial batch three specimens for drying- shrinkage tests and six specimens for compression tests shall be prepared, cured, dried, measured, and tested. a. Drying-shrinkage specimens and tests shall be executed for concrete with shrinkage limitations only, and shall conform to the ASTM C157 test method, modified as follows: 1) Moist Curing Period: Seven (7) days. 2) Measurements Made and Reported: At 7, 14, 21, and 28 days of drying. 3) Size of Test Specimens: 4 inches x 4 inches x 11 inches. 4) Specification limits for 21 days will govern acceptance of mix (with an allowed variation of 10 percent) . b. Compression test specimens will be fabricated, cured, and tested in accordance with ASTM C192. Three specimens will be tested at 7 days and three at 28 days. Average cylinder strength at 28 days shall exceed the minimum requirements (f'c value) for the class of concrete by 15 per- cent, and no individual test value shall fall be- low the minimum strength' requirement. D. Construction Inspection and Testing: 1. The Testing Agency will provide the following tests and inspections during Project construction: a. Inspection of mixing plant, equipment, and trans- it mix trucks to verify that the transit mixers and measuring facilities at the plant conform to ASTM C94. b. Continuous inspection of the batch plant where concrete is produced, noting class of mix and 'contents of each •transit mixer truck. 00,91 S' Contra Costa County �! Detention Facility t CAST-IN-PLACE CONCRETE Section 03300--Page 4 C128) ; Moisture Content (ASTM C70) ; Unit Weight (ASTM C29) ; Fineness Modulus (ASTM C125) ; and such tests as the Testing Agency may require to verify the soundness, durability, resistance to abrasions, etc. , of the aggregates. 2. Cement: a. The Contractor shall state the brand of Portland cement proposed to be used and shall supply the Testing Agency adequate samples for testing. b. Mill tests and manufacturer's certification of compliance with ASTM C150 will be accepted in lieu of testing. Furnish Architect certified copies of mill test reports for all Portland cement. c. For transmit-mixed concrete, bulk cement from bin may be grab-sampled by Testing Agency as reserve specimens for each 500 barrels, or� fraetion pagh , C. Concrete Mix Designs and Laboratory Mix Tests: 1. The Contractor shall engage a testing laboratory, approved by the Architect, to prepare concrete mix designs for each class of concrete. a. Testing Agency hereinafter referred to is the Owner's Testing Agency. 2. All concrete mixes used in the Project will be re- viewed and tested by a Testing Agency. The Testing Agency will review the proposed concrete mixes for each class of concrete, for proper proportions of aggregates, cement, admixtures, and water. 3. At the Contractor's option and direction, the mixes shall be designed for either pump placement or for conventional placement procedures. The Testing Agency will only review and test one mix design for each class of concrete. Additional mixes shall be tested by the Agency at the Contractor's expense. � :. Contra Costa County Detention Facility CAST-IN-PLACE CONCRETE Section 03300--Page 3 1.3 REFERENCE STANDARDS A. Concrete work shall conform to the following specifica- tions and standards, unless otherwise specified: 1. "Building Code Requirements for Reinforced Concrete" (ACI 318) . 2. "Recommended Practice for Measuring, Mixing, and Placing Concrete" CACI 304) . 3. "Recommended Practice for Selecting Proportions for Normal and Heavyweight Concrete" (ACI 211.1) . 4. "Recommended Practice for Cold Weather Concreting" (ACI 306) . 5. "Recommended Practice for Hot Weather Concreting" (ACI 305) . 6. "Curing Concrete" (ACI 308) . 1.4 TESTING AND INSPECTION OF CONCRETE A. All concrete and concrete materials will be tested and inspected by the Materials Testing Agency. Refer to Division 1 for testing requirements. D. Concrete Materials: 1. Aggregates% a. Within 7 days after signing the Contract and at least 5 weeks prior to placing concrete, the Con- tractor shall supply the Testing Agency adequate samples of the several sixes of aggregates to be used. b. The Testing Agency will check all aggregates for compliance with the specifications, general suit- ability, and the following properties: Sieve Analysis (ASTM .0136).j Specific Gravity (ASTM 0127, ASTM C12811.Absorption {ASTM C127, ASTM Contra Costa County Detention Facility CAST-IN-PLACE CONCRETE Section 03300--Page 2 a. Form liner. b. Architecturally cast concrete. c. Power chiselling d. Flat areas to have light abrasive blast. 2. Finish B (Alternate) : Striated and abrasive blasted obtained by incorporating: a. Form liner. b. Architecturally cast concrete. c. Abrasive blasting. d. Flat areas to have light abrasive blast. 3. Finish C (Alternate) : Striated and bush hammered obtained by incorporating: a. Form liner. b. Architecturally cast concrete. c. Flat areas to have light abrasive blast. 4. Finish D: Light abrasive blast obtained by incorpo- rating: a. Smooth impervious forms. b. Architecturally cast concrete. c. Abrasive blasting. 5. Finish E: Paintable surface obtained by incorporat- ing: a. Smooth impervious forms. b. Architecturally cast concrete. c. Light abrasive blasting of areas not to be paint- ed. 001913 , .. Contra Costa County ' Detention Facility 1111:_ CAST-IN-PLACE CONCRETE Section 03300--Page 1 PART 1--GENERAL 1.1 RELATED DOCUMENTS A. The general provisions of the Contract, including General and Supplementary Conditions and Division 1, General Re- quirements, apply to the work specified in this Section. B. This Section of these Specifications is a referenced standard for work specified elsewhere. 1.2 DESCRIPTION OF WORK A. The extent of the work is shown on the Drawings and in- cludes all material, labor, equipment, and services necessary for the installation of all concrete work. The work shall include, but not necessarily be limited to, the following: 1. Furnishing, placing, and finishing of concrete. 2. Installation only of inserts, sleeves, anchor bolts, and other items embedded in concrete, but furnished under other Sections. B. Related Work Specified Elsewhere: 1. Concrete Formworks Section 03100. 2. Concrete Reinforcement: Section 03200. 3. Precast Concrete: Section 03411. 4. Concrete Masonry: Section 04100. C. Architectural Concrete% The finishes specified herein with locations indicated on the Drawings ares 1. Finish A: . Striated and chiselled obtained by incor- porating: r 00512 Contra Costa County Detention Facility �°'k6 �.k +. .'ka s�?r �.'&ry 4`.`t.ri"11 :'4 r+s�`s £ �"e�,f"..'.#'-a*rc••?•:'F.+t;r�i.i�.,._i.x" �-m.....Vis=ti'-:i; .. .lea i., .'', v a; .. • " CONCRETE REINFORCEMENT Section 03200--Page 11 3.7 MISPLACED REINFORCING If any reinforcing bars are found to be misplaced after con- crete has been placed, the Architect shall be notified im- mediately and no correction or cutting shall be made without his approval. Misplaced bars shall not be bent or kinked. Any redesign and/or alterations, corrections, or replacement of concrete or reinforcing required because of misplaced bars shall be at the Contractor's expense. **END OF SECTION** i Contra Costa County Detention Facility Z1 � �s CONCRETE REINFORCEMENT Section 03200--Page 10 t S. Welded bar splices shall conform to details shown.' Welded butt splices shall develop 125 percent minimum r' yield-point stress of the'bars connected.; Steel r : preparation, welding, materials, preheating, and processes shall conform to AWS D12.1 requirements. 3.5 WELDING A. Reinforcing bars shall not have welded joints unless .t:' 4r- indicated on the Drawings or unless required by ,the,;,: Engineer.,,.All welding,' if required, shall conform to he t . ` requirements of the American Welding Society, and before -:,'A: any field welding is commenced, it shall have the prior ", � . " approval of the Architect, c,• x �,•. pp S. Welds shall be made only by welders who have been 'prop ' - , Orly qualified in accordance with "Standard Qualification Procedure" of American Welding Society. 1 t C. Equipment shall besuchas to supply proper'eurre'nttand »Y voltage, and shall be adjustable to suit arrangement and thickness of base metal. Electrodes shall be low'hydro gen of size and type as recommended by'manufacturer for a, base metal material and thickness. AWS D1.1 shall -apply to workmanship and quality of welds, and all welding shall be continuously inspected by the Owner's Testing,,.,,','..-, Agency. Y. «, M y:_?mss 3.6 INTERFERENCE' R t-y. t fia% � - +h t �.�,'s+r+�:iK. t+$.t�.-+t` a at{ i?; idt.�-��$q .A:•k s. K �• • - 9fr.? q +' �h ET i Y& z ,t j4 k� tf er'k`tt aM ; 4t '� . y ,'=?,,fir+ +,..,"w. :'4r•,tt� :-0't 1,,,'Y;i� 3 t - ' .; A. Wherever'conduits, piping, -inserts, asleeves,`, etc. , inter fere with the placing of reinforcing steel as "shown or called for, the Contractor, shall consult the Architect immediately and secure from him, in writing,, the' methodrK.,116.4 of correction before pouring any concrete.` See 38.07Ca� .' � ` ; ,,.• �` H. Openings not shown or detailed ori the Structural Drawings;•' shall not be allowed through•slabs or, wallswithout prior written approval from the Architect. See 3.3, G, 2. County- � t x � ' tom: �+ , �� 1 Detention Facility "''a` ,� Tj Fs +,•�• s�`i� `�k�,�"a Ks)*s��vr+ * ���?'�x•�'3n+'��4 e z��� i i r+4Y 'i-o-3l a �` `t�zT �� �\' .q4� \ �. s 1 .t - ^ct�S'. 1 +,.�K,� �•-*p��,7. . +...' ��}5�;.a b�i �" Y'�x ..1 ►. ��� �+"s`',.. L.. +� + M P•s;;+..+ - Y :'2 CONCRETE REINFORCEMENT Section 03200--Page 9 2. In slabs, beams;''*joists, and girders, 'spl`ices of , reinforcement 'shall not be made at points of maximum ' stress. Splices` shall not sufficient lap to`;,:' <:,•' transfer the stress between bars by bond and shear.', ' `,,, Bars shall be' 'spread the minimum distance specified.. Stagger splices of'adjacent bars where possible. In , general, bottom'bars shall',be spliced over points of "".- support and top bars spliced at mid-span of slabs;, beams, and girders. Grade beam top bars shall be. , spliced under''points of column'support and bottom;:" �� bars spliced at mid-span•between columns.,, All:;,A,,i',w,1 r ., splices not shown on the Drawings shall be approved ;" 3. Where changes are made in the cross section; as at a - column and at column bar splices, the longitudinal .,. ,. , bars shall be off-set one bar diameter 'in a region , . where-lateral support is afforded... Column ties of `. stirrups'shall be provided at points of change' from vertical to ,incline;slope.'. ,Where off=sett, the slope of the incl'iriedl portion from the axis of ,the column or wall shall not be more than one in six. To ensure proper placement, templatei shall be furnished for, all column dowels. 4. No splices will be allowed for vertical bars in walls or columns between floors. � 5. Where spliced horizontal bars are allowed in- walls or.` . 2 ,. columns, the bars shall be wired together at laps.x ,,� 6. Dowels from footings .to walls and'columns` shall bei same size -and spacing as wall''and column reinforce k, meet, unless otherwise shown and shall project forty'. . (40) diameters into wall or column and forty (40) ' , diameters 'into footing; unless otherwise detailed. , 7. Stubs and dowels required to'receive and engage , subsequent work shall be left of sufficient length to develop strength of the bar and set in the forms prior. to placing of concrete and secured against displacement during pouring operations. 00509 .w r Contra Costa County ]letentloln Facility'; 1 CONCRETE REINFORCEMENT Section 03200--Page 8 d. Columns: 2 inches to main bars. e. Footings and Grade Beams: 3 inches bottom; 2 inches sides, if formed; or 3 inches if poured against earth. f. Exterior Walls: 2 inches exterior face. g. Retaining Walls: 2 inches soil face. h. Architectural Concrete: 1-1/2-inch minimum. C. Obstructions: 1. Where obstructions (pipes, conduit, ducts, etc.) pre- vent the intended placement of reinforcing, provide additional reinforcing around the obstruction to match that interrupted. See 3.6,8,10. 2. Provide additional stirrups, ties, trim bars, etc. , around all openings, sleeves, and conduits which pass through structural elements. See 3.6,8. D. Welded Wire Fabric: Welded wire fabric reinforcement shall be rolled out, straightened, cut to required size, and laid out flat in place. Lap two full mesh lengths at sides and ends, and securely wire to fabric and other reinforcement at frequent intervals. Extend fabric over supporting beams and walls. At edges of slabs, construc- tion joints, and expansion joints, extend fabric to with- in one inch of pour. As concrete for slabs on grade is placed, lift fabric reinforcement at intervals to ensure proper embedment. Support fabric in mid-depth of slab. Sidewalks and all other slabs on ground shall be rein- forced with 6-inch-x-6-inch (#6/#6) welded wire fabric reinforcing, unless otherwise noted on Drawings. E. baps, Splices, and Welding: Comply with ACI 318 and as follows: 1. Lap all bars at splices, unless otherwise shown, 40 diameters (36-inch minimum) for concrete and 48 diameter (36-inch minimum) for masonry work. Laps of welded wire fabric shall be at 'least two times the spacing of the members in the direction lapped, but not less than 8 inches. 00508 nn0508 Contra Costa County Detention Facility> z " S CONCRETE REINFORCEMENT Section 03200--Page 7 3. Provide positive alignment and lateral support for two-story, high vertical bars. Contractor shall sub- mit a proposal for a reinforcing bar support and alignment system. 4. Provision shall be made for the required sequence placing of reinforcing steel to properly install all confinement steel (column ties and beam and girder stirrups and ties) . 5. Steel reinforcement, at the time concrete is placed around it, shall be free from rust, scale, loose mill scale, oil, paint, or any coating that will destroy or reduce the bond between steel and concrete. 6. Do not place bars on layers of fresh concrete or ad- just bars during placing of concrete. 7. Maintain steel in position prior to and during con- crete placement. At all times during placing of con- crete, there shall be a competent representative of the reinforcing steel contractor present who shall inspect all reinforcement and maintain bars in proper position. B. Reinforcing Spacing and Coverages 1. Bars shall not be spaced closer than one and, one-half (1-1/2) diameter of largest of two adjacent bars, one and one-third (1-1/3) times the maximum aggregate size, nor 1 inch. Where reinforcing in members is placed in two layers, the clear distance between layers shall not be less than 1 inch or more than 1-1/2 inch, and the bars in the upper layers shall be placed directly above those in the bottom layer, un- less otherwise detailed. 2. Coverage of bars (other than stirrups and column ties) shall, unless otherwise shown, be .as follows: a. Wali Reinforcement: Single curtain--at center of walls double curtain--1 inch exterior face, 3/4 inch interior face. b. . Slabs:' Exterior, 1-1/2 inch top and bottom; in- terior, 3/4 inch ,top and bottom. c. Girders and Beams: 1-1/2 inches to main bars all around. Contra Costa County tY ,tk _ Detention Facility :454 ,. ,_ t . . _�:,;, h..d+t>;-._._ro. +mss+ --...,a• 9�sr t.. m a�,� s? 7`s,�, v,..v�;�, ti" n.ti >'�cw,,i"' _ CONCRETE REINFORCEMENT Section 03200--Page 6 B. Steel reinforcement shall not be bent or straightened in a manner that will injure the material or the embedding concrete. Bars with kinks or bends not shown on the Plans shall not be used. Heating of reinforcement for bending will not be permitted. C. All details of reinforcement not shown or indicated on the Drawings or specifically called for in the Specifi- cations shall conform to ACI 315. D. Reinforcement shall be bundled and tagged with suitable identification to facilitate sorting and placing. E. A sufficient supply of tested, approved, and proper re- inforcement shall be on the premises at all times to pre- clude delays in the work. 3.3 PLACING A. General: 1. Reinforcing bars shall be of size shown on the Draw- ings, Schedules, and Details, accurately placed as to spacing and clearance, and securely tied at all intersections and supports with No. 14 or No. 16 wire, and in such manner as will preclude displace- ment during pouring of concrete. a. After cutting tie wires in architectural concrete, turn wires to the inside of the section and bend in such a manner that concrete placement will not force wire ends to the surface. 2. Place and secure •reinforcement, to maintain the prop- er distance and clearance between parallel bars and from the forms. Provide vertical steel with metal spreaders to maintain steel properly centered in the forms, and horizontal reinforcement supported at proper height upon cement pads, galvanized S chairs, transverse steel bars, or from hangers. All stirrups shall be securely wired to the bars at both top and bottom. Inaccurate work will be cause for rejection. . • 11i�����j Contra Costa County Detention. Facility , CONCRETE REINFORCEMENT Section 03200--Page 5 2. Stirrups, ties and spirals: t1/4 inch. 3. All other bends: tl inch. B. Bars shall be placed to the following tolerances: 1. Concrete cover to formed surfaces: t1/4 inch. 2. Minimum spacing between bars: -1/4 inch. 3. Top bars in slabs and beams: a. Members 8 inches deep or less: t1/4 inch. b. Members more than 8 inches but not over 2 feet deep: t1/2 inch. 4. Crosswise of members% Spaced evenly within 2 inches. 5. Lengthwise of members: t2 inches. C. Bars may be moved as follows to avoid interference with other reinforcing steel, conduits, or embedded items. If bars are moved more than one bar diameter or enough to exceed the above tolerances, the resulting arrangement of bars shall be subject to review by the Architect before the concrete is placed. 3.2 FABRICATION A. All steel bars, wire, and fabric shall be of size, gauge, and length indicated, accurately bent or formed to shapes detailed or scheduled by experienced shops, by methods that will not injure the materials. Bending and placing of bars shall be in accordance with the "Manual of Stand- ard Practice for Detailing Reinforced Concrete Struc- tures" (ACI 315) , unless otherwise shown, noted, or specified. unless otherwise allowed by the Architect, all reinforcing bars shall be shop fabricated to lengths and bends shown on the Drawings. 00*5n5 Contra Costa County i Detention Facility . ... :.� ar..a -3.�•._t`_. z..'..f Yez, 3 3, =.::t t_.. ri x jj1f �NSt x4 -i +T.�. .:`a14��try'k♦'+-.-�`:,q' CONCRETE REINFORCEMENT Section 03200--Page 4 C. Welded Wire Fabric: Welded wire fabric shall be elec- trically welded wire fabric, cold drawn (70,000 psi yield point) , of gauge and mesh size shown on Drawings, or re- quired, conforming to ASTM A185. D. Wire for Concrete Reinforcements Wire for concrete reinforcement shall conform to the specification for "Cold Drawn Steel Wire for Concrete Reinforcement" (ASTM A82) . E. Supports for Reinforcing Bars: 1. Supports for reinforcing on ground shall be blocks of concrete of sufficient strength to support the bars. 2. Supports for reinforcing over formwork, concrete, or metal shall be plastic-coated or tipped-steel chairs of a type approved by the Architect, and of suffi- cient strength and spacing to support the bars. Bar • supports shall conform to current ACI and CRSI Stand- ards. a. Supports for reinforcing in architectural con- crete shall be stainless steel. 3. Supports for reinforcing in walls and columns shall be lengths of reinforcing bars and steel chairs as required to properly hold and position the reinforc- ing; such supports shall not stain or affect the fin- ish. a. Supports for reinforcing in architectural con- crete walls and columns shall be stainless steel. PART 3--EXECUTION 3.1 FABRICATING AND PLACING TOLERANCES A. Bars used for concrete reinforcement shall meet the following requirements for fabricating tolerances: 1. Sheared length; f1 inch. 005(1 Contra Costa County , a Detention Facility ■ CONCRETE REINFORCEMENT Section 03200--Page 3 1.5 SHOP DRAWINGS The Contractor shall submit complete fabrication and placing details of all reinforcing steel to the Architect for review and shall not start fabrication until the details are re- viewed. Drawings shall show layout and reference to Design Drawings. Responsibility for conformance with the Drawings and Specifications shall remain with tho Contractor. 1.6 MOCK-UP Provide reinforcing for the mock-up specified in Section 03300, "Cast-in-Place Concrete." PART 2--PRODUCTS 2.1 MATERIALS A. Protection of Materials: Materials shall be transported to the job site and stored at the job site in such a man- ner that will avoid corrosion or damage. Provision shall be made for stockpiling steel reinforcement so that it is not in contact with the ground and is protected from the weather. B. Reinforcing Steel: 1. All reinforcing steel, unless otherwise specified, shall conform to ASTM A615. a. Grade 60 for bars #6 and larger. b. Grade 40 for bars #5 and smaller. 2. All reinforcing steel shall be tested and. approved in accordance with 1.4,8 prior to fabrication. Reinforc- ing steel that is delivered to the job which does not conform to the Specifications will be rejected and must be immediately removed from the premises. 009513 Contra Costa County Detention Facility CONCRETE REINFORCEMENT Section 03200--Page 2 1. "Building Code Requirements for Reinforced Concrete" (ACI 318) . 2. "Placing Reinforcing Bars," December 1974 (CRSI) . 3. "Manual of Standard Practice" (CRSI) . 4. "Manual of Standard Practice for Detailing Reinforced Concrete Structures" (ACI 315) . 1.4 TESTS AND INSPECTIONS A. All reinforcing steel shall be tested and inspected by an approved material testing laboratory= refer to Division 1. B. Materials Testing: �. Contractor's Certifications a. Mill tests and manufacturer's certification of compliance with appropriate ASTM standards shall be accepted in lieu of testing for ASTM 615 Grade 40 steel. b. Grade 40 reinforcing steel shall be considered as meeting specification requirements if Contractor identifies steel as to heat number and furnishes to the Architect and Testing Agency mill tests and manufacturer's certifications (in triplicate) for each heat of steel. 2. Testing by Testing Agency: All ASTM A615 Grade 60 steel will be tested, and all Grade 40 steel which cannot be identified by heat numbers, shall be tested by making one series of tension-and-bend tests for each 10 tons or fraction thereof for each size and type of reinforcing steel. Tests of Grade 40 steel which cannot be identified shall be at the Contrac- tor's expense. C. Construction Inspection: All welding of reinforcing steel will be inspected by the Testing Agency for con- formance with the requirements of the American Welding Society (AWS) . 00502 Contra Costa County - ;�' Detention Facility AA, CONCRETE REINFORCEMENT Section 03200--Page 1 PART 1--GENERAL 1.1 RELATED DOCUMENTS A. The general provisions of the Contract, including General and Supplementary Conditions and Division 1, General Re- quirements, apply to the work specified in this Section. S. This Section of these Specifications is a referenced standard for work specified elsewhere. 1.2 DESCRIPTION OF WORK A. All labor, materials, equipment, facilities, transporta- tion, and services necessary to complete steel reinforc- ing for all concrete work shown orspecified' to be rein- forced, as indicated on the Drawings, as described. The Contractor shall cooperate and coordinate his work with the contractors whose work might be affected by his oper- ations, such as those installing forms, electrical work, mechanical work, structural steel, and concrete. H. Related Work Specified Elsewherea 1. Concrete Formwork: Section 03100. 2. Cast-in-Place Concrete: Section 03300. 3. Precast Concrete: Section 03411. 4. Concrete Masonry: Section 04100. 5. Structural Steel: Section 05200. 1.3 STANDARD SPECIFICATIONS A. Specifications, standards, tests, and recommended methods cited herein from following trade, industry, and gov- ernment organizations shall determine quantity and qual- ity of materials and methods, unless specifically desig- nated otherwise. �� n0054- 11 Contra Costa County ,Detention Facility' �xa5mwavx`` `'v'_' � CONCRETE FORMWORK Section 03100--Page 10 3. Walls and Columns: 7 days after concrete is poured, provided members are not subjected to overhead loads for 16 days. 4. Footings: Side forms may be removed 3 days after concrete is poured. B. The times listed above are minimum. These times may be extended if deemed necessary by the Engineer. 3.5 PROTECTION A. Concrete shall not be subjected to superimposed loads until it has attained its full design strength, and not for at least 21 days after placing. Concrete systems shall not be subjected to construction loads in excess of design loads. B. Basement walls and retaining walls shall not be back- filled until 28-day strength of concrete is attained, and not untilrg ound floor system is completed, and not unMt waterproofing and su so rains are in place. C. Remove rod and cone ties and other devices used by pull- ing away normal to surfaces cut away remaining wires, nails, etc., all to 1-inch minimum below finished sur- face. **END OF SECTION** 00500 Contra Costa County Detention Facility CONCRETE FORMWORK Section 03100--Page 9 comply with the rules and regulations of the Construction Safety Orders, Department of Industrial Relations, State of California, and with all state and local laws govern- ing safety and earthquake resistance. 3.3 RESHORING A. Reshoring, if required, shall be planned in advance and shall be subject to Architect's approval. B. Reshoring for the purpose of early form removal shall be performed so that at no time will large areae of now con- struction be required to support their own weight. While reshoring is under way, no live loads shall be permitted on the new construction. Reshores shall be tightened to carry their required loads, but they shall not be over- tightened so that the new construction is overstressed. Reshores shall remain in place until the concrete has reached its specified 28-day strength. 3.4 FORM REMOVAL A. All forms must be completely removed. Forms shall be removed without damage to the concrete and in such a man- ner that will ensure complete safety of the structure and without damaging exposed beam, column, and wall edges and chamfers. In no case shall they be removed until the concrete has hardened sufficiently to permit their re- moval with safety and the members have attained suffi- cient strength to safely support the imposed loads. The Architect shall approve the time and sequence of all form removal prior to removal of forms. The minimum time for removal of forms after concrete has been poured shall be as follows: 1. Framed Slabs: 14 days after pouring; reshore until 28-day strength is achieved and for at least a mini- mum period of 21 days. 2. Beams and Girders: Side forms may be removed 3 days after concrete is poured. Soffits may be removed in 14 days; reshore unti1, 28-day strength is achieved (21-day minimum)•. Contra Costa County Detention Facility Nw t t 3 '�w`." CONCRETE FORMWORK Section 03100--Page 8 8. Clean and recondition formwork before each use. Re- pair any damage to formwork caused by placing, remov- al, or storage. Do not use formwork with repairs or patches which would result in adverse effects to the architectural concrete finish. Store formwork and form materials in a manner so as to-prevent damage or distortion. 3.2 SHORING A. Detailed plans of shoring shall be supplied to the Archi- tect at the earliest possible date to permit time for review. The Architect does not assume responsibility for the designs or adequacy of any work, due to the above submission. B. Shoring shall have loads distributed properly over base area on which it is erected (either concrete slabs or ground) without creating bending or shearing stresses in concrete. If on ground, shoring shall be set on continu- ous wood sleepers protected against undermining or settle- ment. C. Shoring shall be designed and constructed to provide the necessary rigidity to support the loads, vertically and laterally, and to produce a finished structure conforming to the lines and grades (including any camber) indicated on Plans. Shoring shall be laterally braced with diago- nals and struts at least at all perimeters, beam and girder lines. D. Suitable jacks,' wedges, or similar means shall be pro- vided to induce camber, to take any settlement in form- work,, either before or during placing of concrete. The Contractor shall provide personnel to inspect and adjust the shoring as may be required during concrete placing operations to provide for any settlements. E. All framework, towers, scaffolding, and shoring shall be adequate to sustain the weight of all material, equip- meet, men, and impact forces caused by pouring operations and framing operations. A11 framework shall be-built to 00490 i Contra Costa County Detention Facility CONCRETE FORMWORK Section 03100--Page 7 J. Alignment: Forms shall be constructed so that form marks will occur only on lines of structure as directed by the Architect, or as shown on Drawings. Form marks shall be horizontal or vertical, symmetrically spaced. Warped, checked, or scuffed forms shall be rejected. K. Inspection: The Architect shall be notified for review of the formwork prior to placing reinforcing steel. L. Architectural Concrete Formworks 1. Construction Formwork to shape, lines, and dimensions shown on the Drawings. Locate studs, wallers, ties, and other supporting members to limit the maximum de- flection for any formwork member to 1/360 its respec- tive span, but not more than 1/16 inch for sheathing, 1/8 inch for members spanning less than 5 feet, and 1/4 inch for longer members. Design forms to resist -heavy high-frequency vibration. .. .'; 2. Attach metal form liner with noncorrosive roundhead screws. Attach FRP, ABS, or PVC form liners with ad- hesive and noncorrosive roundhead screws. Locate screws in the recess of the ribs. 3. Locate form joints only at rustications shown on the Drawings, and seal form joints with foam tape or other demonstrated effective means for architectural, concrete finish D. Locate form joints in the portion of the reed to be textured for architectural concrete finishes A, H, and C. 4. Attach rustications as shown on the Drawings. 5. Locate ties in the patterns indicated on the Draw- ings. Locate ties in the portion of the reed to be textured for architectural concrete finishes A, H, and C. 6. Apply a coating of release agent prior to the erec- tion of formwork. 7. After erection, seal all cracks, holes, slits, gaps, and apertures in forms, wherever located, with mold- ing plaster so that they will withstand the pressure and will remain completely watertight. y, xs Contra Costa County Detention k'acil,ity aa''"f k�`2#=•rr �.g.a-x�.��a F��`'.r,, ',* $ "`r�+}', ^�"t>4"',, x'�, ."tom. "`�t� �r.� ':F {`";7EY,kt'�`S.E!> %3'�4 s .i�' h t 4 P CONCRETE FORMWORK Section 03100--Page 6 2. Temporary openings shall be left at the base of the wall forms and on two opposite sides of column forms to facilitate inspection and cleaning immediately before depositing concrete. G. Construction O'oints: 1. Pouring strips shall be placed in the forces wherever horizontal construction joints are made in exposed concrete. Place pouring strips level, and place concrete flush with top strip. After cleaning con- crete surfaces, and just before placing of subsequent concrete, remove pouring strip and tighten form ties to conceal shrinkage. 2. Rustications shall be located in the forms wherever construction joints are made in architectural con- crate finish D. Rustications shall be located as shown on the Drawings. Locate construction joints in the recess of the reads in architectural concrete finishes A, 8, and C. Provide mrans to seal forms at construction joints such as foam ;i,e or other gasket devices. K. Cambers Forms for slabs, beams, joists, and girders shall be cambered as shown on plans or as may be required by the Architect. Top surface of slabs, joists, beams, and girders shall parallel bottom surface in order to maintain full depth of cambered members. Cambers do not diminish member thickness. Cambers, slopes of slabs, etc. , shall diminish to level, horizontal, surfaces at all walls supporting cambered spans. I. Tolarances: Tolerances shall conform to the recommenda- tions of ACI 347-63, "Recommended Practice for Concrete Formwork." Excessive deflection of forms after concrete is poured shall be sufficient cause for rejection of that portion of concrete and formwork. Excessive deflection will be considered to be that which will produce visible and noticeable waves in the finished concrete. Contra Costa County � Detention.Facility CONCRETE FORMWORK Section 03100--Page 5 B. Design and Engineering: Design and engineering of form- work as well as its construction shall be the responsi- bility of the Contractor. C. Scheduling: The Contractor shall schedule the work, and notify other trades in ample time so that provisions for their work in the formwork can be made without delaying progress of the Project. The Contractor shall ascertain that all sleeves, pipes, etc. , for the electrical, plumb- ing, heating, and ventilating works, or other work are installed. He shall secure information and provide for all openings, offsets, sinkage, recesses, nailing blocks, channel chases, anchors, ties, inserts, etc. , in the formwork before concrete is poured. D. Workmanship: All materials and workmanship related to formwork design and materials, layout, and shoring shall conform to ACI 347-68, "Recommended Practice for Concrete Formwork." Horizontal joints shall be level and contin- uous and vertical joints shall be plumb. Forms shall be tight to prevent leakage of mortar, secured and shored to ensure stability against pressures from any source, with- out failure of any component part and without excessive deflection. Deflection or misalignment of any member shall not exceed 1/8 inch or be visibly noticeable to the Architect in exposed areas. E. Ties and Spreaders; Forms shall be spaced with metal spreaders and securely tied together. Metal spreader ties shall have exposed wood or plastic cones at each end. Where the cones are exposed to view in the finished structure, locate the ties as detailed on the Drawings, or as directed by the Architect, on the job. No wood of any kind will be permitted to remain inside the forms. F. Openings: 1. Proper provisions shall be made for all openings, offsets, inserts, anchorages, blocking, and other features of the work as shown or required. Cuts, holes, openings, conduits, etc. , not shown on the Structural Drawings shall not be allowed 'in concrete work without written approval from the Engineer. 00495 � ,. Contra Costa County Detention Facility hk,C+1 :,a*'+:: CONCRETE FORMWORK Section 03100--Page 4 fi proposed for use must be demonstrated to be nonstaining or not to otherwise adversely affect the architectural concrete surface. Release agent shall be used in strict accordance with manufacturer's recommendations. H. Rusticationss Milled wood sealed with two (2) coats of W. R. Grace's Form Film, or approved equal. 1. Vinyl Foam Tapes 3/4-inch-x-1/8-inch, adhesive-backed, closed-cell tape. J. Sealers: 1. Form Sealers "Nox-Crate"t Fuller's clear plastic coatings W. J. Burke Co. Form Sealed or approved equal. 2. Spray-on compounds shall not affect color, bond, or subsequent treatment of concrete surfaces, approved t' by the Architect. 2.2 SURFACE TREATMENT OF FORMS Contact surface of all plywood and board forms shall be treated with form-release agent. Treatment shall be in strict conformance with the manufacturer's specifications. No type of shellac or form-release agent that contains paraf- fin, oil, or other nondrying material shall be used. The form-release agent to be used shall leave no residue or stain upon the face of the concrete, nor have the effect in any way of preventing bonding subsequent paint or plaster coats. PART 3--EXECUTION 3.1 CONSTRUCTION OF FORMS A. All concrete work shall be formed to the shapes, sizes, lines, and dimensions shown on the Plans. Of 149 Contra Costa County t Detention Facility CONCRETE FORMWORK Section 03100--Page 3 2. Forms for concrete which is to be plastered or ve- neered shall be square-edged 1-inch-x-6-inch (or 1-inch-x-8-inch) sheathing, #2 Douglas Fir, S1S 2E with rough side as contact face. No form oil or other treatment shall be used. D. Architectural Concretes 1. Finishes A, B, and C: 22-gauge sheet metal, 1/8 inch minimum thickness FRF, 1/8 inch minimum thickness ASS, or 1/8 inch minimum thickness PCV conforming to pattern 1514 manufactured by Interform, 18744 South Reyes Avenue, Compton, California 90221. Use one 1 forming material for all finish A, B, or C concrete. 2. Finish D: Metal, FRP, or 3/4-inch Finnform. Use one form-facing material for all finish D concrete. 3. Finish E: As above for finish D. E. Round Column Farms: Shall be fiberglas, extending between horizontal framing in single lengths. F. Form Ties: i 1. Form ties for unexposed concrete shall be Burke "B/A Penta-Tie," or approved equal. The holes shall be plugged flush. 2. Ties for beam and column forms encasing structural steel: "Burke Form Clamps--Standard Assembly" as manufactured by Burke Concrete Accessories, Inc. , or an approved equal. 3. Form ties for architectural concrete shall be exter- nal spreading, equipped with 1/2-inch-diameter sleeves, which provide a 1-1/2-inch break back, such as Design Plus ties supplied by Burke Concrete Acces- sories, Inc. G. Release Agent: lion-Crete, manufactured by Nox-Crete Com- pany, or Synthex, manufactured by Industrial Synthetics f Corporation, Chicago, Illinois. Any other release agent 00493 ii. Contra Costa County Detention Facility ���,z,•r,...� �#'".lun�'r.Cixv .S'�^,�,f_.. �. sx t:.'rk� .��nai�'e�q�`�,.,;..�,_ �,,�s`zs.r�..,xau _ _ .ett+i ?ta, l,.�•.�. 1 CONCRETE FORMWORK Section 03100--Page 2 1 A. The Contractor shall prepare formwork Shop Drawings for i exposed concrete work and submit them to the Architect for review prior to the start of fabrication or erection of formwork. Shop Drawings shall show type of forming material, location of rustication strips, methods of sealing form joints, form-tie layout, and methods of sealing forms at construction joints. I B. Mock-up: Provide formwork for the mock-up specified in Section 03300, "Cast-in-Place Concrete." PART 2--PRODUCTS 2.1 MATERIALS A. Generale All form materials shall be new at start of job. The intent of these Plans and Specifications is to produce high-quality concrete construction, with minimum defects due to joints, deflection for forms, roughness of forms, or other concrete defects caused by poor form materials or workmanship. B. Reuse of Forms: Plywood forms may be reused, provided they are thoroughly cleaned of all dirt, mortar, and I foreign materials, and are undamaged at edges and contact face. Reuse in all cases shall be subject to approval of the Architect. Reuse of any panel which will produce a blemish on concrete finished with a smooth surface will not be permitted (includes raised grain or separated veneer) . It is the intent that wall and column forms be detailed for reuse. C. Wood-Formed, Nonexposed Surfaces: 1. Forms for concrete which is not exposed to view may be of C-D exterior plywood or square-edged 1-inch-x- 6-inch sheathing, X12 Douglas Fir, SlS 2E with rough side as contact face. Boards shall be in as long lengths as practical and butt joints shall be square and tight: 110492 Contra Costa County Detention Facility CONCRETE FORMWORK Section 03100--Page 1 PART 1--GENERAL 1.1 RELATED DOCUMENTS The general provisions of the Contract, including General and Supplementary Conditions and Division 1, General Requirements, apply to the work specified in this Section. 1.2 DESCRIPTION OF WORK A. The work covered by this Section consists of furnishing all labor, materials, equipment, transportation, and ser- vices necessary to complete, shore, and remove all con- crete formwork. Set anchors and reglets furnished by others. The Contractor shall cooperate with and coordi- nate his work with the contractors whose work might be affected by his operations, such as those installing re- inforcing steel, concrete work, masonry work, structural steel, and electrical and mechanical work. 1. Provide form finishes for the Sass Bid and alternate finishes as specified in Section 03300, "Cast-in- Place Concrete." B. Related Work Specified Elsewhere: 1. Reinforcing Steel: Section 03200. 2. Cast-in-Place Concrete: Section 03300. 3. Precast Concretes Section 03411. d. Structural Steel: Section 051.20. 1.3 REFERENCE STANDARDS All materials and workmanship related to formwork design materials, layout, and shoring shall conform to ACT 347, "Recommended Practice for Concrete Formwork," unless other- wise specified. 1.4 SUBMITTALS 00491 `t Contra Costa County Detention Facility 1 � �'h f SPECIAL CONDITIONS Section 01010--Page 8 1.11 PROJECT SCHEDULE (Continued) 3. Reschedule activities to achieve maximum practical con- currency of accomplishment of activities. 1.12 PAYMENTS A. The Contractor will submit a request for progress payment to the Construction Manager on the 20th of each month. The Construction Manager will review the payment request and modify as necessary to protect the best interests of the County. The Contractor will be allowed to project work he will have completed through the 25th of that month. Upon approval'by the Project Manager, the payment will be disbursed by the.County on or about •the 15th of the following month. B. In making such progress payments, there shall be retained 10 percent of the estimated amount until final completion and acceptance of the Contract work. However, if the Project Manager, at any time after 50 percent of the work has been completed, finds that satisfactory progress is being made, he may authorize any of the remaining progress payments to be made in full. **END OF SECTION** Contra Costa County , Detention Facility Of 1490 SPECIAL CONDITIONS Section 01010--Page 7 1.11 PROJECT SCHEDULE (Continued) 1. The Schedule, when approved by the Prosect Manager, shall be the basis for the dates for starting and completing the work (including changes) for the Project. It shall be the duty of the Contractor to conform to the approved Schedule and to arrange his work in such a manner that it will be installed in accordance with the Schedule. 2. The Construction Manager will establish a program to re- evaluate and update*the Schedule periodically in accordance with the requirements of the Job. A representative of the Contractor shall meet with the Construction Manager and shall furnish to him information necessary for such re evaluating and updating, and, if applicable, information in regard to changes in the work and the Contractor's proposed effort to overcome any incurred delays. The form of such information shall be specified by the Con- struction Manager. 3. The Contractor shall coordinate his letting of subcon- tracts, material purchases, delivery of materials, sequence of operations, etc., to conform to the approved Project Schedule and shall furnish proof of same as may be required by the Construction Manager and the Project Manager. B. Whenever it becomes apparent that any completion date will not be met, the responsible contractors shall take some or all of the following action at no additional cost to the County. 1. Increase construction manpower in such quantities and crafts as will substantially eliminate the backlog of work. 2. Increase the number of working hours per shift, shifts per working day, working days per week, or the amount of con- struction equipment or any combination of the foregoing, sufficient to substantially eliminate the backlog of work. Contra Costa County Oetention• Facility 001.89 SPECIAL CONDITIONS Section 01010--Page 6 1.10 COORDINATION WITH OTHER CONTRACTORS (Continued) D. Should any other contractor having, or who shall hereafter have a contract with the County for the performance of work upon the site sustain any damage through any negligent act or omission of a sub- contractor or of the Contractor, the Contractor shall reimburse, indemnify, and hold the County and the Construction Manager harm- less from all such claims. E. The Contractor shall immediately notify the Construction Manager of any actual or impending labor-disputewhich may affect or is affecting the Schedule of the Contractor is or any other contractor's i work. In addition, the Contractor shall take all appropriate measures to eliminate or minimize the effect of such labor dispute on the Schedule, including, but not limited to, such measures as: promptly seeking appropriate injunctive relief; filling appropriate charges with the National Labor Relations Board under the applicable provisions of the Labor Maqagement Relations Act of 1947, as amended; filing appropriate damage actions; taking such measures as establish- ing a reserved gate, as appropriate; if reasonably feasible, seeking other sources of supply or service; and any other measures that may be appropriately utilized to limit or eliminate the effect of the labor dispute. 1.11 PROJECT SCHEDULE A. The Construction Manager will develop a construction Schedule for the Project and will utilize it in the planning, coordinating, and performing work under this Contract, including subcontractors, equipment vendors, and suppliers. i Contra Costa County Detention Facility 00488 i SPECIAL CONDITIONS Section 01010--Page 5 i 1.9 OTHER WORK (Continued) B. All contractors on the Project shall have equal rights on the ' premises for the performance of their work, but shall follow the sequence established by the approved progress schedule and/or instructions issued by the Construction Manager. 1.10 COORDINATION WITH OTHER CONTRACTORS A. During the progress of the work other contractors will be engaged in performing other work on this Project. The Contractor shall j coordinate the work to be done hereunder with the work of such other contractors in such manner as the Construction Manager may direct. B. If the Prosect Manager determines that the Contractor is failing to coordinate his work with the work of other contractors as directed by the Construction Manager, the County may upon written notice: 1. Withhold any payment otherwise due hereunder until the Contractor complies with the Construction Manager's directions. s 2. Direct others to perform portions of the Contract and charge cost of work to Contract amount. ; 3. Terminate any and all portions of the Contract for the Contractor's failure to perform in accordance with the Contract. C. If the Contractor notifies the Construction Manager in writing that another contractor on this Project is failing to coordinate his work with the work of this Contract as directed, the Construction Manager will promptly investigate the charge. If he finds it to be true, he will promptly issue such directions to the other con- tractor with respect thereto as the situation may require. Contra Costa County Detention Facility pp j l 048 t i SPECIAL CONDITIONS Section 01010--Page 4 1.4 TEMPORARY TOILET FACILITIES Adequate toilet facilities will be provided and maintained in a clean and sanitary condition by the General Conditions Work Con- tractor for the use of all Contractors. The use of chemical toilet facilities will be permitted. 1.5 WATCHMAN The services of a watchman are not required under this Contract. Each Contractor shall be responsible for and make good any loss or damage due to vandalism or robbery during construction. 1.6 DRINKING WATER + The Contractor shall provide his own forces with drinking water. 1.7 HOISTING FACILITIES The Contractor will provide his own hoisting. 1.8 SCAFFOLDING Each Contractor shall be responsible for his own scaffolding. 1 .9 OTHER WORK A. To the extent that any part of the Contractor's work is to inter- face with work performed or installed by other contractors, the Contractor shall inspect and measure the in-place work and promptly report to the Construction Manager any defect in such in-place work that will impede, or increase the cost of, the Contractor's inter- face unless corrected. The Construction Manager will require the Contractor responsible for the defective work to make corrections so as to conform to his Contract requirements or, if the defect is the result of a defect or omission in the Specifications or Draw- ings, issuea change order. If the Contractor fails to measure, inspect, and/or report any defects that are reasonably discoverable, all costs of accomplishing the interface acceptably shall be borne by the Contractor. The foregoing does not apply to latent defects; in another contractor's work at any time such defects become known, and the Construction Manager shall promptly. thereafter take such steps as may be appropriate. Contra Costa County OWNS Detention Facility SPECIAL CONDITIONS Section 01010--Page 3 1.2 CONSTRUCTION MANAGER (Continued) 10. Implement the County's procedures for the processing of change orders, including applications for extensions of time. 11. Review all applications by the various contractors for progress payment and final payment and make recommendations to the Project Manager for approval. 12. Review , assemble and transmit written guarantees, war- ranties, instruction manuals and other data required of the contractors. 1.3 CLEANUP A. Each Contractor for a Work Category or Categories shall: 1. Clean up ail waste material, rubbish, and debris resulting from his own operations on a daily basis. 2. Not allow waste materials, rubbish, and debris to accumulate on the site and become unsightly or hazardous. 3. Remove grease, dust, dirt, stains, labels, fingerprints, and other foreign materials from interior and equipment furnished as a part of his subcontract. 4. Repair, patch, and touch up marred surfaces to match adjacent finished damaged by his work forces. 8. If, in the opinion of the Construction Manager, any of the work described above is neglected by a Contractor or'Contractors, the Construction Manager shall have the work done and deduct the cost from his (their) contract(s) as their interests may appear. Contra Costa County Detention Facility 0048) • SPECIAL CONDITIONS Section 01010--Page 2 1.2 CONSTRUCTION MANAGER A. The Construction Manager has been given the authority to act for the Project Manager as follows: 1. Coordinate the work of the various contractors on the Project; 2. Maintain a competent full-time construction supervisory and inspection staff at the job-site for the coordination and direction of the work of the various contractors; 3. Establish on-site organization and lines of authority in order to carry out the overall plans of the County in all phases of the Project on a totally coordinated basis; 4. Establish procedures for coordination among the Project, Manager, the Architect, the various contractors and the Construction Manager itself with respect to all aspects of the Project and implement such procedures at the direction of the Project Manager; S. Prepare a comprehensive construction schedule for the Project which will include a schedule for each of the various con- tractors and trades, and submit such schedule for approval by the Project Manager. The Construction Manager will revise ' such schedule as necessary to incorporate approved scheduling data submitted by the various contractors; 6. In cooperation with the Architect, coordinate and inspect the work of the contractors on the Project until final completion and acceptance of the Project Building by the County to assure that the materials furnished and work performed are in accordance with therequirements of the respective contracts and that the work on the Project is progressing on schedule; 7. Determine the adequacy of the contractors' personnel and equipment and the availability of necessary materials and supplies and take the action necessary to maintain the Job schedule; 8. Monitor contractor's submittals to Architect for approval of all shop drawings, catalogs and samples, and establish' procedures for expediting the processing thereof; 9. In cooperation with the Architect review all requests or recommendations for changes; CoAtra Costa County Detention Facility 00481 SPECIAL CONDITIONS Section 01010--Page 1 1.1 GENERAL A. Information given in the Special Conditions shall supersede infor- mation given in the Information to Bidders, General Conditions, and Supplementary Conditions, whenever discrepancies arise. 1. The Information to Bidders is made a part of the Contract Documents to the extent applicable thereto. B. Under the direction of the Project Manager the Construction Manager shall inspect and supervise the construction of the Project build- ing through to completion and shall see that the materials furnished and the work performed by the Contractor are in accordance with the Contract Documents. His supervision shall in no way supersede or dilute the Contractor's obligation to perform the work in conformance with all Contract requirements, but the Construction Manager is empowered by the County to act on its behalf with respect to the proper exeuction of the work and shall give instruction to require such corrective measures as may be necessary in his opinion to ensure the proper performance of the Contract or to protect the interest of the County. Except as otherwise provided herein, the Construction Manager shall determine the amount, quality, accept- ability, fitness, and progress of the work covered by the Contract. 1. It shall be the duty of the Contractor to comply with all procedures established and/or implemented by the Construction Manager and approved by the Project Manager as stated above. In the event any such procedures are at variance with other provisions of these Special Conditions. 'such procedures shall prevail. ; 2. The Construction Manager may call for meetings of the contractors, subcontractors, and material suppliers as he deems necessary for the proper coordination of the work. Such meetings shall be held at the sites on regular working days during regular working hours', unless otherwise directed by the Project Manager. Attendance shall be mandatory for all parties notified to attend. C. Nothing in any of the Contract Documents shall be interpreted as # being contrary to law or ordinances, and all codes and laws of governing agencies shall be followed as though they were herein i bound. . . _ 1. Contra Costa County 004 1S. Detention Facility , Y`i, ;l.s'' wia'i. '. ',i�.•5��..1`#§-i";'..i`..mitis. k?"t`va",.k-fin}v;?4.:T3.6,r��;.",`hy+'a i REQUIREMENTS--AN AFFIRMATIVE ACTION PLAN_ Certifications A. Bidders' Certification. A bidder will not be eligible for award of a contract under this invitation for Bids unless such bidder has submitted as a part of its bid the following certification, which will be deemed a part of the resulting contract: BIDDERS' CERTIFICATION certifies that: BIDDE 1. it intends to employ the following listed construction trades in its work under the contract and 2. (a) as to those trades set forth in the preceding paragraph one hereto for which it is eligible under Part 1 of these Bid Conditions for partici- pation in the Contra Costa Plan, it will comply with the Contra Costa Plan on this and all future construction work in Contra Costa County within the scope of coverage of that Plan, those trades being: and/or (b) as to those trades for which it is required by these Bid Conditions to comply with Part II of these Bid Conditions, it adopts the minimum minority manpower utilization goals and the specific affirmative action steps contained in said Part II on this and all future construction work in Contra Costa County, subject to these Bid Conditions. those trades being and 3. it will obtain from each of its subcontractors and submit to the contracting or administering agency prior to the award of any subcontract under this contract the subcontractor certification required by these Bid Conditions. Signature of authorized representative of bidder �_>f 010402 PROPOSAL (Bid form) (Continued) LIST OF SUBCONTRACTORS: Portion of Work Name Place of Bidders a }'a ht 3 J-4 nn,, AA `�10yl , T 4 Vii: PROPOSAL (Bid Form) (Continued) The undersigned hereby certifies that this bid is genuine and not sham or collusive, or made in the interest or in behalf of any person not herein named, and that the undersigned has not directly induced or solicited any other bidder to put in a sham bid, or any other person, firm, or corporation to refrain from bidding, and that the undersigned has not in any manner, sought by collusion to secure for himself an advantage over any other bidder. Attached is a list of the names and locations of the place i of business of the subcontractors. Attached is bid security as required in the Notice to Contractors. O Cash O Bidders Bond O Cashiers Check OCertified'Check I The following addenda are hereby acknowledged as being included in the bid: Addendum l _ dated Addendum / dated Addendum / dated Firm By Title Address Phone Licensed in accordance with an act providing for the registra- tion of Contractors, Classification and License No. Dated this day of 19 J-3 O'.'Y V0. PROPOSAL (Bid Form) (Continued) 2, Finish C: State the amount to be added to or deducted from the Base Bid for providing Finish Type C. See Section 03300, Page 2. Add the sum of: Dollars ($ ). Deduct the sum of: Dollars ($ ). 3. Finish D: State the amount to be added to or deducted from the Base Bid for providing Finish Type D. See Section 03300, Page 2. Add the sum of: Dollars ($ ). Deduct the sum of: Dollars ($ ). 4. Finish E: State the amount to be added to or deducted from the Base Bid for providing Finish Type E. See Section 03300, Page 2. Add the sum of: Dollars ($ ). Deduct the sum of: Dollars ($ ). The undersigned has examined the location of the proposed work and is familiar with the Plans, Specifications and other Contract Documents and the local conditions at the place where the work is to be done. The undersigned has checked carefully all of the above figures and understands that the Board of Supervisors will not be responsible for any errors or omissions on the part of the undersigned in making up this bid. It is understood that this bid is based upon completion of the work within 237 calendar days from and after the date of the Notice to Proceed. 2 004'79 .Y (Bidder) PROPOSAL (Bid Form) BIDS WILL BE RECEIVED UNTIL INE 23rd Day of November 1977 at 2:00 PM, in the Public Works Department, 6th Floor, Administration Building, Martinez, California 94553. TO THE BOARD OF SUPERVISORS OF CONTRA COSTA COUNTY: Gentlemen: The undersigned hereby proposes and agrees to furnish any and all required labor, material, transportation, and services for the Contra Costa County Detention Facility Precast Concrete in strict conformity with the Plans, Specifications, and other contract documents on file at the Office of the Clerk of the Board of Supervisors, First Floor, Administration Building, Martinez, California 94553, for the following sums; namely: BASE BID Shall include all of the work for the construction and completion of all Precast Concrete, Base Bid shall include the use of Finish Type A. For the sum of: Dollars ($ ). ALTERNATES 1. Finish B: State the amount to be added to or deducted from the Base Bid for providing Finish Type B. See Section 03300, Page 2. Add the sum of: Dollars ($ }, Deduct the sum of: Dollars ($ }. 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''+•t �2 �• �A �� �e`[.-{,�'��c:!H S4 '} - „ ,,+.� 1' :s� ••�'�t'�SS� CtSI. is'ri•4,ss�i t+.. ��t w. 2 � t'. •Fr'� + 1 u+ .r.- \.• .�'%we 3:.i;*.:.a°Fklr x- �v[ p,. .:e i -' +,'b .a�.,-t,.� Y• Y .y 2>:n'ir .C3_ ! • lfiAi$ NOTICES t 414 t r ti ��. 4i•w �w ww ww + • � ; . � HM HM 'H A' AA AA3 Sx • N ...♦ `j MN Hti nN RN Ntt� M .a • " : �� �� RSC x�♦♦ ' r.r1l.Hp{,.�f1 vOtilf•♦.I r•.1A.iMM E�.i ��"� ''• • . +a- t - � '1.' lea- ass q2, A-. S it y a $3813 A log, rte••' fiR i s ' N •��a�a sa o �...' w w '�� �i�D� � � 9 MY.iY�� � _ wM f,' a 444YG4«4�w4iY4y11~4�~4�•� ~.i��qM , 4 piYt �4� �..r � 1W4 y• �y• ' • d 0.0.0 +aw w 4JM� Y wl s, .+�w 46u .. .2 ss•,r y -��YJf`"�.,p"E 'ky-3b^ y.'&yyFY"`,M. ! Yr Y �a" NOTICE% 46,457 y �f fffj*1 .r.r.nnr.�•,�• �n nr7 n.� �'.n n� n�i �'.n Z'v rr^i - - ` r ;z R A xsr { - ..n,:..nn..n...n�..n,...n,...n...n.,..n....n �. • _ ,v pis. '�,;"rs �:.-�'}''rY,• �-- : . ., - r �-� � -��' ,. � a _ t ' ga8�f?d�" `��7�".w'L•g.°. � - 2E� 2 ����,`j,2�.� •r Sy APPRENTICE AND TRAINEE EMPLOYMENT REQUIREMENTS (1) The contractor agrees: (i) That he will make a diligent effort to hire for the performance of the contract a number of apprentices or trainees, or both, in each occupa- tion, which bears to the average number of the Journeymen in that occupa- tion to be employed in the performance of the contract the applicable ratio as determined by.the Secretary of Labor; (ii) That he will assure that 25 percent of such apprentices or trainees in each occupation are in their first year of training, where feasible. Feasibility here involves a consideration of (a) the availability of training opportunities for first-year apprentices, (b) the hazardous nature of the work for beginning workers, (c) excessive unemployment of apprentices in their second and subsequent years of training. (iii) That during the performance of the contract he will , to the greatest extent possible, employ the number of apprentices or trainees necessary to meet currently the requirements of subdivisions (i) and (ti) of this sub- paragraph. (2) The contractor agrees to maintain records of employment by trade of the number of apprentices and trainees, apprentices and trainees by first year of training, and of Journeymen, and the wages paid and hours of work of such apprentices, trainees and Journeymen. The contractor agrees to make these records available for inspection upon request of the Department of Labor and the Federal agency concerned. (3) The contractor who claims compliance based on the criterion stated in Sect. 5a.4(b) agrees to maintain records of employment, as described in Sect. 5a.3 a (2), on non-Federal and non-Federally-assisted construction work done during the performance of this contract in the same labor market area. The contractor agrees to make these records available for inspection upon request of the Department of Labor and the Federal agency concerned. (4) The contractor agrees to supply one copy of the written notices re- quired in accordance with Sect. 5a.4(c) at the request of Federal agency compliance officers..; The contractor also agrees to supply at 3-month intervals during performance of the contract and after completion of contract performance a statement describing steps taken toward making a diligent effort and containing a breakdoWn, by craft, of hours worked and wages paid for first-year apprentices and trainees, other appprentices,and trainees, and Journeymen. One'copy. of the statement will be*.sent to the agency concerned, and one to the Secretary of Labor. ' (5) The contractor agrees to insert in any subcontract under this cop- tract the requirements contained in this paragraph (29 C.F.R. 5a3(a) (i), (2), (3),. (4), and (5)). Sections 5a.4, 5a.5' 546, and 5a7 shall also be attached to each such'contract for the information of the contractor. The term "contractor" as used in such clauses in any subcontract shall mean the subcontractor. I_ 00444 conform with the work he performed. A submission of a "Weekly Statement of Compliance" which is required under this contract and the Copeland regulations of the Secretary of Labor (29 CFR, Part 3) and the filing with the initial payroll or any subsequent payroll of a copy of any findings by the Secretary of Labor under 29 CFR 5.5 (a) (1) (iv) shall satisfy this requirement. The prime contractor shall be responsible for the submission of copies of payrolls of all subcontractors. The contractor will make the records required under the labor standards clauses of the con- tract available for inspection by authorized representatives of the (write the name of agency) and the Department of Labor, and will permit such representativgs to interview employees during working hours on the sob. (4) A,prentices Apprentices will be permitted to work as such only when they are registered, individually, under a bona fideapprenticeship program registered with a State apprenticeship agency which is recognized by the Bureau of Apprenticeship and Training. United States Department of Labor; or, if no such recognized agency exists in a State, under a program registered with the Bureau of Apprenticeship and Training, United States Department of Labor. The allowable ratio of appprentices to journeymen in any craft classification shall not be greater than the ratio permitted to the contractor as to his entire work force under the registered program. Any employee listed on a payroll at an apprentice wage rate, who is not registered as above, shall be paid the wage rate determined by the Secretary of Labor for the classification of work he actually performed. The contractor or subcontractor will be required to furnish to the contracting officer written evidence of the registration of his program and apprentices as well as of the appropriate ratios and wage rates. for the area of construction prior to using any apprentices on the contract work. (5) Compliance with Copeland Regulations (29 CFR Part 3) The contractor shall comply with the Copeland Regulations (29 CFR Part 3) of the Secretary of Labor which are herein incorporated by reference. (6) Subcontracts The contractor will insert in any subcontracts the clauses contained in 29 CFR 5.5 (a) (1) through (5) and (7) and such other clauses as the (write in the name of Federal agency) may by ap- propriate instructions require, and also a clause requiring the subcontractors to include these clauses in any lower tier sub contracts which.they may enter into, together with a clause re- quiring this insertion in any further subcontracts that may in turn be made. (7) Contract termination; debarment A .breach of clauses (1) through (6) maybe grounds for termination of the contract, and for debarment as provided in 29CFR 5.6. 3 00443 �'-$,".laZr.` _IN part of this contract. Provided,however, The Secretary of Labor has found, upon the written request of the contractor, that the applicable standards of the Davis-Bacon Act have been met. The Secretary of Labor may require the contractor to set aside in a separate account assets for the meeting of obligations under the plan or program. (2) Withholding The County may withhold or cause to be withheld from the contractor so much of the accrued payments or advances as may be considered necessary to pay laborers and mechanics employed by the contractor or any subcontractor on the work the full amount of wages required by the contract. 1n the event of failure to pay any laborer or mechanic employed or working on the site of the work, or under the United States Housing Act of 1937 or under the Housing Act of 1949 in the construction or development of the pro- ect, all or part of the wages required by the contract, the Agency) may, after written notice to the contractor, sponsor, applicant, or owner, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds until such violations have ceased. (3) Payrolls and basic records (i) Payrolls and basic records relating thereto will be maintained during the course of the work and preserved for a period of three years thereafter for all laborers and mechanics working at the site of the work, or under the United States Housing Act of 1937, or under the Housing Act of 1949, in the construction or develop- ment of the project. Such records will contain the name and address of each such employee, his correct classification, rates of pay (including rates of contributions or costs anticipated of the types described in section 1 (b) (2) of the Davis-Bacon Act). daily and weekly number of hours worked, deductions made and actual wages paid. Whenever the Secretary of Labor has found tinder 29 CFR 5.5 (a) (1) (iv) that the wages of any laborer or mechanic include the amount of any costs reasonably anticipated in providing benefits under a plan or program described in section 1 (b) (2) (B) of the Davis-Bacon Act, the contractor shall maintain records which show that the commitment to provide such benefits is enforceable, that the plan or'program has been communicated in writing to the laborers or mechanics affected, and records which show the costs anticipated or the actual cost incurred in providing such benefits. (ii) The contractor will submit weekly a copy of all payrolls, to the (write in name of appropriate Federal agency) if the agency is a party to the contract, but if the agency is not such a party the contractor will submit the payrolls to the applicant, sponsor, , or owner, as the case may be, for transmission to the (write in name of agency). The copy shall be accompanied by a statement signed by the employer or his agent indicating that the payrolls are correct and complete, that the wage rates contained therein are not less than those determined by the.Secretary of Labor and that the classifications set forth for each Taborer or mechanic - 1-2 00442 FEDERAL' REQUIREMENTS The Contractor is informed that Federal Funds will be used to finance this Project and the following Federal requirements must be complied with: Equal Erpl ym nt Opportunity --' During the performance of this on ract the Contractor agrees as follows: (1) Minimum Wages (i) All mechanics and laborers employed or working upon the site of the work, or under the united States Housing Act of 1937 or under the Housing Act of 1949 in the construction or development of the project, will be paid unconditionally and not less often than once a week, and without subsequent deduction or rebate on any account (except such payroll deductions as are permitted by regulations issued by the Secretary of Labor under the Copeland Act (29 CFR Part 3), the full amounts due at the time of payment computed at wage rates not less than those contained in the wage determination decision of the Secretary of Labor which is attached hereto and and made a part hereof, regardless of any contractual relationship which may be alleged to exist between the contractor and such laborers and mechanics; and the wage determination decision shall be posted by the contractor at the site of the work in a prominent place where it can be easily seen by the workers. For the purpose - of this clause, contributions made or costs reasonably anticipated under section I (b) (2) of the Davis-Bacon Act on behalf of laborers or mechanics, subject to the provisions of 29 CFR 5.5 (a) (1) (iv). Also for the purpose of this-clause, regular contributions made or costs incurred for more than a weekly period under plans, funds, or programs, but covering the particular weekly period are deemed to be constructively made or incurred during such weekly period. (ii) The contracting officer shall require that any class of laborers or mechanics which is not listed in the wage determination and which is to be employed under the contract, shall be classified or reclas- sified conformably to the wage determination, and a report of the _ action taken shall be sent by the Federal agency to the Secretary of Labor. In the event the interested parties cannot agree on the proper classification or reclassification of a particular class of laborers and mechanics to be used, the question accompanied by the recommend- ation of the contracting officer shall be referred to the Secretary for final determination. (iii) The contracting officer shall require, whenever the minimum wage rate prescribed in the contract for a class of laborers or mechanics includes a fringe benefit which is not expressed as an hourly wage rate and the contractor is obligated to pay a cash equiva- lent of such a fringe benefit,'an hourly cash equivalent thereof to be established. In the event the interested parties cannot agree upon a cash equivalent of the fringe benefit, the question, accom- panied by the recommendation of the contracting officer, shall be referred to the Secretary of Labor for determination. (iv) If the contractor does not make payments to"a•trustee or other third person, he may consider as part of the wages of any laborer or mechanic the amount of any costs reasonably anticipated in providing benefits under a plan or program of a type expressly listed in the wage determination decision of the Secretary of Labor which is a I-l. 00441 B. Requirement--An Affirmative Action Plan (Con't) Part IV: Compliance and Enforcement. (Coni) above and by making every good faith effort to make those steps work toward the attainment of its goals within its timetables. The pendency of such formal proceedings' shall be taken into consideration by Contra Costa County in determining whether such' contractor or subcontractor can comply with the requirements contained therein and is therefore a "responsible prospective contractor." It shall be no excuse that the union with which the contractor has a collective bargaining agreement providing the exclusive referral failed to refer minority employees. , .The procedures set forth in these conditions shall not apply to any contract when the Contra, Costa County Public Works Department determines that such contract is essential to the national security and that its award without following such procedures is necessary to the national security. Contractors and subcontractors must keep such records and file such reports . relating to theprovisions of thege Bid Conditions as shall be required by the Contra Costa County Public works Department. Submittal of CALTRANS form HC-7, FEDERAL-AID HIGHWAY CONSTRUCTION CONTRACTOR'S EEO REPORT or optional form 66, MONTHLY i4ANPOWER UTILIZATION REPORT will be required monthly. Additional forms or reports that may be required will be presented at a pre-construction conference to be held prior to the start of work. For the information of bidders, a copy of the Contra Costa Plan. may be obtained from the Contra Costa County Public Works Department. 6040 B. •Requirement—An Affirmative Action Plan (Con't) Part IV: Compliance and Enforcement_. (Con't) clause, including suspension, termination and cancellation of existing subcontracts as may be imposed or ordered by the Contra Costa County Public Works Department. Any bidder or contractor or subcontractor who shall fail to carry out such sanctions and penalties shall be deemed to be in noncompliance with these Bid Conditions. Violation of any substantial requirement in the Contra Costa Plan by a contractor or subcontractor covered by Part l of these Bid Conditions, including the failure of suph contractor or subcontractor to make a good faith effort to meet its fair share . of the trade's goals of minority manpower utilization, or of the requirements of Part 11 hereof by a contractor or subcontractor who is covered by Part 11 , shall be deemed to be in noncompliance by such contractor or subcontractor with the Equal Opportunity Clause of the contract, and shall be grounds of imposition of the sanctions and penalties provided herein. The Contra Costa County Public Works Department shall review its contractors' and subcontractors' employment practices during the performance of the contract. In regard to Part 11 of' these conditions, if the contractor or subcontractor meet, its goals or if the contractor or subcontractor can demonstrate that it has made every good faith effort to meet those goals, the contractor or subcontractor shall be presumed to be in compliance with these Bid Conditions and no formal sanctions or proceedings leading toward sanctions shall be instituted unless the agency otherwise determines that the contractor or subcontractor is not providing equal employment opportunities. In judging whether a contractor or subcontractor has met its .goals, the agency will consider each contractor's or subcontractor's minority manpower utilization and will not take into consideration the minority manpower utilization of Its subcontractors. Where the agency finds that the contractor or subcontractor has failed to comply with the requirements of these Bid Conditions, the agency shall take ' such action and impose such sanctions as may be appropriate, including,, but not limited to: 1. Withhoiding of payments to the contractor under the contract until the. contractor complies, and/or 2. Cancellation, termination or suspension of Che •contract, in whole or 1. in part,•: and/or > 3.. To the extent allowed by applicable State Statutes,'thetcontractor may"'be declared ineligible .for further County Public Works contracts until he satisfies the County that he has established and is'implementing an Equal' Employment Opportunity program which conforms to the provisions contained: . herein.' When the agency proceeds with such formal Acfiion', it has the burden• of proving that the contractor has not met. the requirements of these Bid Conditions, but the contractor's failure to meet his goals shall shift to him the 'requirement to come forward with evidence to show that he -has met the "good faith"_requirements of these' Bid Conditions by instituting'at least the Specific Affirmative Action steps listed. .� - : t' �' -. (1114;39 . • ' �. H e B. Requirement--An Affirmative Action Plan (Con't) *Part III: Certifications. (Con't) B. Subcontractors' Certifications. - Prior to the award of any subcontract under this Invitation for Bids, regar ess of tier, the prospective subcontractor must execute and submit to the Prime Contractor the following certification, which will be deemed a part of the resulting subcontract: SUBCONTRACTORS' CERTIFICATION certifies that: (Subcontractor) 1. it intends to employ the following listed construction trades in its work under the subcontract 2. (a) as to those trades set forth in the preceding paragraph one hereof for which it is eligible under Part 1 of these Bid Conditions for participation in the Contra Costa Plan, it will comply with the Contra Costa Plan on this and all future construction work in Contra Costa County, subject to these Bid Conditions, those trades being: and/or (b) as to those trades for which it is required by these Bid Conditions to ' comply with Part 11 of these Bid Conditions, it adopts the minimum minority manpower ' utilization goals and the specific affirmative action steps contained in said Part 11 on this and all future construction work in Contra Costa County, subject to these Bid Conditions, those trades being: an 3. it will obtain from each of its subcontractors prior to the award.of my . subcontract under this subcontract the subcontractor certification required by these Bid Conditions. �4 x: " gnature of auth,orlzed representative of bidder C. Material it and Responsiveness., The certifications required to be made by the bidder pursuant to these Bid Conditions 'is material and will govern the bidder's';':,. performance on the project and will be made a part of his bid. Failure to.submit.' the certification will render the bid nonresponsive. .Part IV: Compliance and Enforcement. . Contractors are responsible for informing*' their. subcoontractors (regardlest of tier as to their'respective obligations under Parts 1 •and 11 hereof (as applicable). The bidder, contractor or subcontractor`- - .` . ' shall carry out such•sanctions and penalties for. violation of the equal opportunity. -,* * Sample.form only.' Official- form is part of the Proposal (Bid. form).,Section , . .. . . ' 01148 ' B. , Requirement--An Affirmative Action Flan (Con't) Part III: Certifications, A. Bidders' Certification. A bidder will not be eligible for award of a contract under this Invitation for Bids unless such bidder has submitted as a part of its bid the following certification, which will be deemed a part of the resulting contract: BIDDERS' CERTIFICATION certifies that: (Bidder)* 1. it intends to employ the following listed construction trades in its work under the contract " and 2. (a) as to those trades set forth in the preceding paragraph one hereof for which it is eligible under Fart l of these Bid -Conditions for participation in the Contra Costa Plan, it will comply with the Contra Costa Plan on this and all future construction work in Contra Costa County within the scope of coverage of that Flan, those trades being: an or '(b) as to those trades for which it is required by these Bid Conditions to comply with Fart 11 of these Bid Conditions, it adopts the minimum minority manpower utilization goals and the specific affirmative action steps contained in said Part 11 on this and all future construction work in Contra Costa County, subject to these Bid Conditions. those trades being: ' an 3. it will obtain from each of its subcontractors and submit to the contracting or administering agency prior to the award of any subcontract under this contract the subcontractor certification required by these Bid Conditions.' - (Signature onditions.'S gnature of authorized representative of bid er • • nA H-6 - .-. _ .._ .. .--.. - - #,�,--._T-.. _ r. i� � { �"t$5.2 .•a _..:4-_'.., r ='*i vn§,r,;tY'.., ..*a.s.#= f,.'" ti -xa;<i:�-. ...x�„: .i� B. Requirement--An Affirmative Action Plan (Con't) n. The contrdctor shall make certain that all facilities and company activities are nonsegregated. o. The contractor shall continually monitor all personnel activities to ensure that his EEO policy is being carried out. p, The contractor shall solicit bids for subcontracts from available minority subcontractors engaged in the trades covered by these Bid Conditions, including circulation of minority contractor association. 3. Contractors and Subcontractors Deemed to be Bound by Part 11. In the event a contractor or subcontractor, who Is at the time of bidding eligible under Part 1 of these Bid Conditions, is no longer participating in an affirmative action plan acceptable to the Director of the Office of Federal Contract Compliance, including the Contra Costa Plan, he shall be deemed to be committed to Part 11 of these Bid Conditions. Further, whenever a contractor or subcontractor who, at the time of bidding is eligible under Part 11 of these Bid Conditions, uses trades not contem- plated at the time he submits his bid, he shall be committed to Part 11 for those trades.. Whenever a contractor or subcontractor is deemed to be committed to Part 11 of those Bid Conditions, he shall be considered to be committed to a manpower utili- zation goal of the minimum percentage range for that trade for the appropriate year. 4. Subsequent Signatory to the Contra Costa Plan. Any contractor or subcontractor subject to t e requ rements of, this Part or any trade at the time of the submission of his bid, who, together with the labor organization with whom it has a collective bargaining agreement, subsequently becomes a signatory to the Contra Costa Plan, either individually or through an association, may meet its requirements under these Bid Conditions for such trade, if such contractor or subcontractor executes and submits a new certification committing himself to Part 1 of these Bid Conditions. No contractor or subcontractor shall be deemed to be subject to the, requirements of .Part 1 until such certification is executed and submitted. S. Nondiscrimination. In no event may a contractor or subcontractor utilize the goals, timetables or aff rmative action steps required by this Part .11 in such a ' manner as to cause or result in discrimination against any person on account of race, color, religion. sex or national origin. ; • :•: ° �' '` �0040 S B. Requirement--An Affirmative Action Plan (Con't) b. The contractor shall maintain a file of the names and addresses of each minority worker referred to him and what action was taken with respect to each such referred worker and, if the worker was not employed, the reasons therefor. If such worker was not sent to the union hiring hall for referral or if such worker was not employed by the contractor, the contractor's file shall document this and the reasons therefor. c. The contractor shall promptly notify .the CONTRA COSTA COUNTY PUBLIC WORKS DEPART14ENT when the union or unions with whom the contractor has a collective bargaining agreement has not referred to the contractor a minority worker sent by the contractor or the contractor has other information that the union referral process has impeded him in his efforts to meet his goal. • d. The contractor shall participate in training programs in the area, especially those funded by the Department of Labor. e. The contractor shall disseminate his EEO policy within his own organization by including it in any policy manual; by publicizing it in company newspapers, annual reports, etc.; by conducting staff, employee and union representatives' meetings to explain and discuss the policy; by posting 'of the policy; and by specific review of the policy with minority employees. f. The contractor shall disseminate his EEO policy externally by informing and discussing it with all recruitment sources; by advertising in news media, speci- fically including minority news media; and by notifying and discussing It with all subcontractors and suppliers.. The contractor shall make specific and constant personal (both written and oral recruitment efforts directed at all minority organizations, schools with minority students, minority recruitment organizations and minority training organi- zations within the contractor's recruitment area. h. The contractor shall make specific efforts to encourage present minority employees to recruit their friends and relatives. ; . i. The contractor shall validate all man specifications, selection require-, ments, tests, etc. J. ' .The contractor shall make every effort to promote after-school;' summer and vacation employment to ininority youth. . k. The contractor shall develop,on-the-Job training opportunities'.and • '' participate and assist in any association or employer-group training programs relevant to the contractor's employee needs consistent with- its obligations under this Part 1. The contractor shall continually inventory and evaluate all minority . personnel for promotion opportunities and encourage minority employees to seek such opportunities. M. The contractor*.shall make sure that seniority practices, Job classifica-. tions, etc.,'d6 not have a 'di scriminatory effect. 4 r 1- .. ... .. _ �. _ =x• �."_i-.tom` Wiz. ',� ...'# aa...`ins`. xhl gti,"t'; �rsc�raiw; ;Rs- ,. u. ..:Tk.,� B. Requirement--An Affirmative Action Plan (Con't) its contract or subcontract. The manhours for minority work and training must be substantially uniform throughout the length of the contract on all projects and for each of the trades. Further, the transfer of minority employees or trainees from employer-to-employer or from project-to-project for the sole purpose of meeting the contractor's or subcontractor's goals shall be a violation of these conditions. yin reaching the goals of minority manpower utilization required of bidders, contractors and subcontractors pursuant to this Part 11, every effort shall be made to find and employ qualified journeymen. However, where minority Journeymen are not available, minority trainees in pre-apprenticeship, apprenticeship, Journeyman training or other training programs may be used. In order that the nonworking training hours of trainees may be counted in meeting the goal, such trainees must be employed by the contractor during the training period, the contractor must have made a commitment to employ the trainees at the completion of their training•and the trainees must be trained pursuant to established training programs which must be the equivalent of the training programs now or hereinafter provided for in the Contra Costa Plan with respect to the nature, extent and duration of training offered. A contractor or subcontractor shall be deemed to be in compliance with the terms and requirements of this Part 11 by the employment and training of minorities in the appropriate percentage of his aggregate work force in Contra Cost& County, California for each trade for which it is committed to a goal under this Part 11. However, no contractor or subcontractor shall be found to be in noncompliance solely on account of its failure to,meet its goals within its timetables, but such contractor shall *be given the opportunity to demonstrate that it has instituted all of the specific affirmative action steps specified in this Part 11 and has made every good faith effort to make these steps work toward the attainment of its goals within its timetables, all to the purpose of expanding minority manpower utilization on all of its projects in Contra Costa County, California. In all cases, the compliance of a bidder, contractor or subcontractor will be . determined in accordance with its respective obligations under the terms of these Bid Conditions. Therefore, contractors or subcontractors who are governed by the provisions of this Part 11 shall be subject to the. requirements of that Part, regardless of the obligations of its prime contractor or lower tier subcontractors. . All bidders and all contractors and subcontractors performing or to perform work on projects subject to these Bid Conditions hereby agree to inform their subcontractors .,of their respective obligations under• the terms and requirements of these.Bid'Conditions. including the provisions relating*to goals of minority employment and training. . , 2. Specific Affirmative Action Ste s. Bidders, contractors and 'subcontractors subject to this Part U. engage in affirmative action directed at ingreasing minority manpower utilization;-which is 'at least as extensive and as' specific as the following steps: a. The contractor shall notify community organizations that. the contractor has employment opportunities available and shall maintain records of the organizations' response. _ "• H-3 Of 1434 Part II: A. Coverage (Con't) 3. Are signatories to the Contra Costa Plan, but are parties to collective bargaining agreements with labor organizations who are not hereafter cease to be signatories to the Contra Costa Plan. 4. Are signatories to the Contra Costa Plan, but as to which not specific commitment to goals of minority manpower utilization by labor organization have been executed pursuant to the Contra Costa Plan, or S. `Are no longer participating in an affirmative action plan acceptable to the Director, OFCC, including the Contra Costa Plan. ' 8. Requirement--An Affirmative Action Plan. The bidders, contractors and subeon- tractors described in paragraphs, I through 5'above will not be eligible for award of a contract under this'Invitation for Bids, unless it certifies as prescribed in paragraph 2b of the certification specified in Part 111 hereof that it adopts the minimum goals and timetables of minority manpower utilization, 1/ and specific• affirmative action steps set forth in Section 8.1 and 2 of this Part 11 directed at increasing minority manpower utilization by means of applying good faith efforts to carrying out such steps or is deemed to have adopted such a program pursuant to Section 8.3 of this Part 11. Both the goals and timetables, and the affirmative action steps must meet the requirements of this Part 11 as set forth below for all trades which are to be utilized on the project; whether subcontracted or not. 1. Goals and Timetables. The goals of minority manpower utilization for the bidder and subcontractors are applicable to each trade .not othgrwise bound by the provisions of Part 1 hereof for the following time periods for each trade which will be used on the project within Contra Costa County, California. The ranges for all trades to be utilized on the project shall be as follows: Until 9/30/72 9.3% - 11.8% From 10/i/72 until 9/30/73 11.8% - 14.55 From 10/1/73 until 9/30/74 14.5% - 17.0% From.10/1/74 until 9/30/75 17.0% -.19.5% In the event that under a contract which is 'subject to these Bid Conditions any, work is performed in a year later than the latest year for which acceptable ranges of minority manpower utilization have been 'determined herein,, the 'ranges for the period' 10/1/74 through 9/30/75 shall be applicable to.. such work:. The percentages of minority manpower utilization above are expressed in terms of manhours of training and employment as a proportion of the total manhours to be. worked by the bidder's, contractor's and subcontractor's entire work force in that trade on all projects in Contrs ,Costa County, California during the performance of i/ `Minority is defined as including Negroes.' Spanish Surnamed Americans, Orientals and American Indians. f r� .jv �'; .,.fit*'- ',?1'!-•$.ib'c„.w .. AFFIRMATIVE ACTION PLAN, COUNTY OF CONTRA COSTA 1. AREA AFFIRMATIVE ACTION PLAN The Area. Plan applicable to this project'shall be the Contra Costa Plan on minority employment. Organizations subscribing to said Plan include, but are not limited to, certain trades from the Contra Costa County Building and Construction Trades Council, Local Construction Trade Unions, and General and Specialty Contractors' Associations. Contractors participating in the Contra Costa Plan may qualify under Part 1 of Section € (2), "Affirmative Action Requirements, of these special provisions for the E following designated craft, if said craft is to be utilized on this project: PLU14BERS /189 2. AFFIRMATIVE ACTION REQUIREMENTS Part 1: The provisions of this Part 1 apply to bidders, contractors and subcontractors with respect to those construction trades for which they are parties to collective bargaining agreements with a labor organization or organizations and who, together with such labor organizations, have agreed to the Tripartite Agreement for Contra Costa County, California (but only'as to those trades as to which there are commitments by labor organizations to specific goals of minority manpower utilization), together with all implementing agreements that have been and may hereafter be developed pursuant j thereto, all of which documents are incorporated herein by reference and are hereinafter cumulatively referred to as the Contra Costa Plan. Any bidder, contractor or subcontractor using one or more trades of construction employees must comply with. either Part 1 or Part 11 of these Bid Conditions as to each such trade. Thus, a bidder, contractor or subcontractor may be in compliance with these conditions by its inclusion, with its union, in the Contra Costa Plan a specific i commitment by that union to a goal of minority manpower utilization for such trade "A," thereby meeting the provisions of this Part 1, and by its commitment to Part 11 • in regard to trade "B" in the instance in which it is not included in the Contra Costa Plan and, therefore, cannot meet the provisions of this Part 1. To be eligible for award of a contract under Part l of this Invitation for Bids, a bidder or subcontractor must execute and submit as part of its bid•the certification required by Part III hereof. t Part 11: A. Covera e. The provisions of this Part 11 shall be applicable to those bidders, contractors-and subcontractors, who, in regArd to those construction trades to be employed by them on the project to which these bid conditions pertain. 1. Are not or hereafter cease to be signatories to the Contra Costa Plan referred to in Part 1 hereof; . 2. Are signatories-to the Contra Costa Plan, but are not parties to collective bargaining agreements;' 00432 _ ..,- , .., nr`� w'�,"r'�n _?�.zs m<..,..�,--`,_`c-*`..t....:;�i `• _. �-.•_t�:., _ .;, ..�4 • _ .. ,•.-. e r. .t - _ .' 17. PRrrLRL;7Ct FOR MATERIALS. The Public Agency desires to promote the industries and economy of ontra Costa County, and the Contractor therefore promises to use the products, workmen, laborers and mechanics of this County in every case where the price, fitness and quality are equal. 18. ASSIC:U:ttM This agreement binds the heirs, successors, assigns, and representatives of e tt"fi onrntracrorl but he cannot assign it in whole or in part, nor any monies due or to become due under it, without the prior written consent of the Public Agency and the Contractor's surety or sureties, unless they have waived notice of assignment. 19. :to WAIVER BY PUBLIC AGENCY. Inspection of the work and/or materials, or approval of work and/or materials ir.apactog, or statement by any officer, agent or employ** of the Public Agency indicating the work or any part thereof complies with the requirements of this contract, or acceptance of the whole or any part of said work and/or materials, or payments therefor, or any combination of these acts, shall not relieve the Contractor of his obligation to fulfill this contract as prascribedi nor shall the Public Agency be thereby estopped from bringing any action for damages or onforeoment arising from the failure to comply with any of the teras and conditions hereof. 20. LD HAtu LE88 i Virr.-:11TY. (a) Contractor promises to and shall hold harmless and N ennBOy ram t1io liabilities as defined in this section. (b) The indemnitees benefited and protected by this promise are the Public Agency and its slactivs— appointive boards, commissions, officers, agents and employees. (a) The liabilities protected against ase any liability or claim for damage of any kind allegedly suffered, incurred or threatened because of actions defined below, including personal injury, death, property damage, inverse condemnation, or any combination of these, regardioss of whether or not such liability, claim or damage was unforeseeable at any time before the Public Agency approved the improvementlan or accepted the improvements as = completed, and including the defense-of any suits) or actions) at law or equity concerning these. (d) The actions causing liability are any act or omission (negligent or non-negligent) in connection wi t e matters covered by this contract and attributable to the contractor, subcontractor(*), or any officer(*)► agent(*) or employee(s) of one or more of them. (e) :ton-Canditionst The promise and agreement in this section ie not conditioned or dependant on whether or not any Indemnita* has pr*parou, supplied, or approv*d any plants), dsawing(s), specifications) or spacial provision(*) in connection with this work, has insurance or other indemnification cov*rinq an of these matters, or that the alleged damage resulted partly from any negligent or willful misconduct of any Indemnitee. 21. MAVATIOU. Contractor shall comply with the provisions of Labor Code Sec. 6105 if app ca, e, submitting to Public Agency a detailed plan showing the design of ahor;nq. bracing, sloping, or other provisions to be made for worker protection from the hazard of caving ground during trench excavation. G-4 �. (CC-17 itev. 11-75) 00431' ' war),, it snall issue a certificate to the Contractor and pay the balance of the contract price after deducting all amunts withhold under this contract, provided the Contractor shows that all claims for labor and materials have been paid, no claims have been presented to the Public Agency based on acts or omissions of the Contractor, and no liens or withhold notices have been filed against the work or site, and provided that* are not reasonable inoications of defective or missing work or of late-record*d notices of liens or claims against Contractor. 9. I11SURAUCU. (Labor Code 551060-61) On signing this contract, Contractor must give u�ac HgenFI tl) a certificate of consent to soli-insure issued by the Director of Industrial Relations, or (2) a certificate of Workers' Compensation insurance' issued by an admitted insurer, or (3) an exact copy or duplicate thereof certified by the Director or the insurer. Contractor is aware of and complies with Labor Cede Sec. 3700 and the Workers' Compeneation Law. I 10. HOUDS. On signing this contract Contractor shall deliver to Public Agency for 1pproval good and sufficient bands with surotios, in mrount(s) specified in the opacifi- cations or special provisions, guaranteeing his faithful perforl.anc* of this contract and his payment for all labor and materials hereunder. 11. FAILURE TO PGRPOR.'S. If the Contractor at any time refuses or neglects, without fault 5? t aPubl&c Agency or its agent(s), to supply sufficient materials or workmen to complete this agreement and work as provided heroin, for a period of 10 days or sora after written notice thereof by the Public Agency, the Public Agency may furnish same and deduct the reasonable expenses thereof from the contract prima. 12. LAWS APPLY. Cenral. both parties rocognise the applicability of various federal, stat* and local lawn ane regulations, especially Chapter 1 of part 7 of the California Labor Code (boyinnLng with sec. 1720, and including Secs,.; 1735, 1777.50 i 1777.6 forbidding discrimination) and intend that this agreement complies therewith. The parties speeifleally stipulato that the relevant penalties and forfeitures providod in the Labor Code, *specially in Secs. 1775 i 1013, concernin prevailing wages and hours, shall apply to this agreement as though,fully stipulated herein. 13. SUBCOUTRAC-.URS. Government Code 554100-4113 are incorporated herein. 14. WACC RATC3. ta) Pursuant to Labor Code Sec. 1773, the Director of the *apartment of IndUs r a lOstions has ascertained the general prevailing rates of wages per diem, and for holiday and overtime work, in the locality in which this work is to be performed, for each craft, Classification, or type of workman needed to execute this contract, and said rates are as specified in the call for bids for this work and are on file with the Public Agency# and are hereby incorporated herein. (b) :his schedule of wages is based on a working day of 1 hours unless otherwise 1 •pacifiedt and the daily rate is the hourly rate multiplied by the number of hours con- stituting the working day. 11hen less than that number of hours aro worked, the daily wage rate is proportionately reduces!# but the hourly rate remains as stated. (a) the contractor, and all his subcontractors, must pay at least tiles* rates to all persons on this work, includinq all travel, subsistence, and fringe benefit payments provided for by applicable collective bargaining agreements. All skilled labor not listed above must b* paid at least the wage scale established by collactive bargaining agreement for such labor in the locality where such work is being performed. If it becomes neces- sary 1 for the Contractor or any subcontractor to employ any person in a craft# classifi- caon or type of work (except executive, supervisory, administrative, clerical or other non-manual workers as such) for which no minimum wage rate is specified, the Contractor shall immediately notify the Public Agency which shall promptly dotemmime the prevailing wage rate Cierefor and furnish the Contractor with the minimum rate based therson# which shall apply from the time of the initial employment of the person affected and during the continuance of such employment. I 15. HOURS OF LABOR. Eight hours of labor in ona calendar day constitutes a legal day's worNeandno wort-=_an employad at any ti=e on this war). by the Contractor or by any sub- contractor shall be required or permitted to wort: longer thereon except as provided is Labor Code Sacs. 1010-1915. 16. APPRL11:ICrs. Properly indentured apprentices may be employed on this work in accordance wxt.i Labor Code Sacs. 1777.5 and 1777.6, forbidding discrimination. ( G-3 _ t (CCrlj Rev. 11-76) (� /�rr��(nj # Ttr1)4a 1. .at '.•;v se'3#.'€-.'��;ts..s?s.`!`5 #+f,'.*' r' #*+;'"+'x 'c's' '..` 25•',pxM` ,''.='-. 3. 140RX COIITRAGT CHAISGES. (a) By their signatures in Section 2, effective on the above ate, these parties promise and agree as sat forth in this contract, incorporating by these references the material ("special terms") in Sec. 1. (b) Contractor shall, at his own cost and expense, and in a workmanlike manner, fully and faithfully perform and complete the work; and will furnish all materials, labor, services and transportation necessary, convenient and proper in order fairly to perform the requirements of this contract, all strictly in accordance with the Public Agency's plans, drawings and specifications. (e) The work can be changed only with Public Agency's prior written order specifying such change and its cost agreed to by the parties; and the Public Agency shall never have to pay more than specified in Sec. 7 without such an order. 4. TIHEi NOTICE TO PROCEED. Contractor shall start this work as directed in the spec!- cat ons or the .,otica to Troceedt and shall complete it as specified in Sec. 1. S. LIQUIDATED DMIAGES. I! the Contractor fails to complete this contract and this work wr in o time fixaci therefor, allowance being made for contingencies as provided herein, he becomes liable to the Public Agency for all its loss and damage therefrom; and because, I from the nature of the case, it is and will be impracticable and extremely difficult to ascertain and fisc the Public Agency's actual damage from any delay in performance hereof, it is agreed that Contractor will pay as liquidated danagas to the Public Agency the reasonable sum specified in Sec. 1, the result of the parties' reaionable endeavor to estimate fair average compensation therefor, for each calendar day's delay in finishinq said work; and if the same be not paid, Public Agency may, in addition to its other I romedios, deduct the sane from any money due or to become duo Contractor under this con- 1 tract. If the Public Agency for any cause authorises or contributes to a delay, suspen- sion of work or extension of time, its duration shall be added to the time allowed for completion, but it shall not be doomed a waiver nor be used to defeat any right of the Agency to damages for non-completion or delay hereunder. Pursuant to Government Code Sec. 4215, the Contractor shall not be assessed liquidated damages for delay in completion of I the work, when such delay was caused by the failure of the Public Agency or the owner at a ' utility to provide for removal or relocation of existing utility facilities. 6. ItITEGRATED DOCMIEI.TS. The plans, drawings and specifications or special provisions 4 o e c gonry s call for bids, and Contractor's accepted bid for this work are hereby incorporated into ss contract; and they are In ad to co-operate, so that any- thing exhibitod in the plans or drawings and not mentioned in the specifications or special provisions, or vice versa, is to be exeeutod as If exhibited, mentioeed and set forth In both, to the true intont and moaning thereof when taken all together; and differences of opinion concerning thane shall be finally determined by Public Agency's Agent specified in S*c. 1. 7. PAYKMIT. (a) For his strict and literal fulfillment of these promises and conditions, and—&-s-75= compensation for all this work, the Public Agency shall pay the Contractor the sum speci!!ed in See. 1, except that in unit price contracts the payment shall be for finished quantities at unit bid prices. (b) on or about the first day of each calendar month the Contractor shall submit to the Public Agency a verified application for payment, supported by a statement showing i all materials actually installed during the ppreceding month, the labor expanded thereon, and the cost thereof; whereupon, after checking, the Public Agency shall issue to Contractor a certificate for the amount determined to be due, minus 101 thereof pursuant to Government Code Sec. 53067, but not until detective work and materials have been removed, replaced and made good. B. PAYMITS HITHHLLD. (a) The Public Agency or its agent may withhold any payment, or because of later discovered evidence nullify all or any certificate for payment, to such extent and period of time only as may be necessary to protect the Public Agency from loss because oft f (1) Defective work not remedied, or uncompleted work, or (2) Claims filed or reasonable evidence indicating probable filing, or (3) Failure to properly pay subcontractors or for material or labor, or 1 (4) Reasonable doubt that the work can be completed for the balance than unpaid, or (5) Damage to another contractor, or (6) Damage to the Public Agency, other than damage due to delays. (b) The Public Agency shall use reasonable diligence to discover and report to the Contractor, as the work progresses, tate materials and labor which are not satisfactory to I it, so as to avoid unnecessary trouble or cost to tha Contractor in making good any daloctive work or parts. (c) 3S calendar days after the Public Agency tilos its notice of completion of the entire G-2 (� tCC-11 Aev. 11-76) 0 4949 COUTRACT (Construction Agroorwnt) (Contra Costa County Standard Form) 1. SPECIAL rER3S. These special terms are incorporated below by reference. (SS2,3) Parties: (Public Agancyl (Contractor) Comp eto le-jal nava i (S2) Effsotive Jahr (See S{ for starting date.) (13) ?he York: (SO Conptet{on fins: (strike out (a) or (b) and 'calendar" or •working•) i (a) By (date) I s (b) within calendar/working days from starting date. ($S) liquidated Damages: S per calendar day. j (56) Pubtto Agenoy's Agents ($7) Contra*$ Pries: S (for unit price contracts: more or less, in accordance with ansae quantities at unit bid prices.) ! (Strike out parenthetical material if inapplicable.) i t. SICilA:UAES J ACXJOYLSOcarJr, Pabtid Aoencu, eye (President, Chairman Or Other j Designated Representative) 1 (Secretary) Contraotor. hereby also acknowledging awareness of and compliance with i Labor Code $1861 concerning Workers' Compensation Law' Sys (CORPORATL osagnate official capacity In eusaness SEAL) Sys esagnate official capacity in eus nese bots to Contraotor (1) Execute aoknowtedgment form betov, and fat if a aorpora- i t{on, affix Corporate Seat. - - - - - - - - - - - - - - - - - - - - - - - - . - - - - = . - . . - - . - . . - - . - - - State of California ) ss. ACXilOYLEDCf1SUT (by Corporation, County of ) artners p, or Individual) The persons) signing above for Contractor, known to re in individual and business capacity as stated, personally appeared before ms today and acknowledged that he/they exacutad it and that the corporation or partnership naaed above executed it. Oateds (NOTARIAL SEAL) rotary Public - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �� FORM APPROVED by Ccunty Counsel. •G-1 . (CC-1: Rev. 11-76) f�(� 2IQ /l `soiu R j PORN STATEMENT TO ACCOMPANY 4 FINAL PAYMENT 4 i Tot Contra Costa County Public Vorks Department County Administration Building Martinet, California Ret Final Payment (Project) Dear girt The undersigned Contractor represents and agrees that the final payment includes herein all claim and demands, of whatever Suture, which he has or may have against the County of Contra Costa in connection with the contract to construct the above-entitled project, and that payment by the County of the tr final estimate &hall discharge and release it from any and all claims. i The undersigned hereby certifies that all works labor, and materials, i on this project have boon furnished and purchased in full compliance with the contract and with all applicable laws and regulations. The undersigned states that his claim for final payment to true and correct, that no part has been theretofore Paid, and that the amount therein to justly due. I declare under penalty of perjury that the foregoing is true and correct. Dated r at (City) , California. 1 t t 1 F-25 00427 . . .... ,. , ,, �, :Y'_.._.u:'.4.xi . _. .>> ,,.s %``-...+,i•.riii,�..�y ;,t��.y =�c.. r s.��x°w�. �.=*rc-,''��5.��tau,`i �'h�ei�+z��`� a�. f.4e;�%. L �X ANiti'LE i UARANTE FOR OONIRA OOSTA COUNTY BUILDING "ARTINLZ. CALIFORNIA Ws hereby guarantee to the County of Contra Costa the Typo of Mor which we have installed in the Mame of building) California. for year (r) use from date of illing of the completion notice in tha of ice ot s County Recorder. We agree to repair or replace to the satisfaction of the County any or all such work that may prove defective in workmanship or materials within that period, ordinary wear and teer and unusual abuse or neglect excepted, together with any other work which may be damaged or displaced In so doing. If we fail to comply with the above mentioned conditions within a reasonable time atter being notified in writing, ve, collectively and separately, do hereby authorise the owner to proceed to have the defects repaired and rods good at our expense mad we will pay the costs and charger therefore immedistsly upon demand. This guarantee covers and includes any special tern. including time per"o, specified for this work or materials in the plans mad specifications for this project. This guarantee supersedes any previous guarantees we have reds for this particular project. SURCONTR CM Date$ _ (Affix Corporate Seal) CENKRAt. CONTRACIOR Oates Affix Corporate Seat) NOTE: If the firs to not a corporation, add a paragraph stating the typo of business organisation and the capacity and authority of the parson signing the guarantee. F-24 00426 t G}NFM,CONRIT12NS (Con't) SECTiaN 28. gUdgMEg (con's.) defects in the work, he will commence and prosecute with due diligence all work necessary to fulfill the terms of this guarantee, and to eompiets the work within a reasonable period of tine, and in the event he fails toso comply, he does hereby authorise the County to proceed to have such work done at the Contractor's expense and he will pay the cost thereof upon de- mand, The County *hall be entitled to all costs, including to attorney's foes, necessarily incurred upon the con- tractor's refusal to pay the above costs. Notwithstanding the foreointt paragsgh in the event of an swergancy constituting an dLots hazes to the health or safety of the County's am Pto nes, proporty, or licen- sees, the County ma undertake at the Contractor s expense with- out prior notice at work necessary to correct such hazardous conditions when it was caused by work of the Contractor ant being in accordance with the requirements of this contract. O. The general contractor and each of the listed sub- contractors shall execute and furnish the County with the standard guarantee fors. (sec Page 24) F-23 0042`) _ .__ _. , ,. .. _ .'.'� ..... .. inti.`�z'- �c .e� ��3x ,�.,i°.\�^>'r.c?a."S�'S��4 ...?LF�'1 ra��" ,x.*, ftp -Base. <tal;�;m3S.F�,',•*4'thra.�'� • t GENERAL CONO TI IONS (Con't.) SECTION 25. PAYMENT Of FEDVRAL OR STATE TAXES: (Con't) Contract and which are exempt from Federal Excise Tax. ,SECTION 26. ACCEPTANCE: A. The work shall be accepted in writing only when it a shall have been completed satisfactorily to the County. Partial payments shall not be construed as acceptance of any part of the work. B. In judging the work no allowance for deviations from the drawings and Specifications will be made, unless already approved in writing at the time and in the manner as called Ear heratofor.. C. County shall be given adequate opportunity to make any necessary arrangements for fire insurance and extended coverage. D. Final etc 0i of the Contract will not be given until all requirements of the contract documents are complete and a roved try the County, This shall include, but is not limited to, all eanstruetian, guarantee forms parts list, schedules, testa, operating instructions, and as-bu�lt drawIns a - all as required by the contract documents. SECTION 21. FILIAL PAYMENT AND WAIVER TO CLAINg: After the official acceptance of the work by the Count73�, the Contractor shall submit to the County, on n form acceptable to the County, a request for payment In full in accordance with the rpptract. The form "Statement to Accompany Final Payment" ( on Z4 1 shall be compiated signed by the Contractor, and submitted to the County with the Boal payment request. SECTION 28. GUARANTEE: A. The Contractor hereby unconditionally guarantees that the work will be done in accordance with requirements of all con- tract, and further guarantees the work of the contract to be and remain frac of defects in workmanship and materials for a period of one year from the date of acceptance of the contract, unless a longer guarantee period is specifically called for. The Contractor hereby agrees to repair or replace any and all work, together with any other ' work which may be displaced in so doing, that may prove to ba not in its workmanship or material within the guar- antee period specified, without any expense whatsoever to the County, ordinary wear and tear and unusual abuse or neglect exeeptad. E. Contract bonds are in full force and effect during the guarantee period. C. The Contractor further agrees, that within 10 calen- dar days after being notified in writing by the County of any work not in accordance with the requirements of the contract or any F-22 • �T � 00424 GENERAL CONDITIONS (Can't.) SEECTlO4 22. IARORi Every part of the work shalt be accomplished by workmen, laborers. or mechanics *specialty Skilled in the class of workk required and workmanship shalt be the beat. ECTION 21,, OCCtPANCY DY THE COUNTY PRIOR TO ACCUTANCEt The County reserves the right to occupy oil or any part of the project prior to completion of the work. upon written order therefor. In such event, the Contractor will be relieved of responsibility for any Injury or dama$* to such part *a results from such occupancy and use by the County. Such occupancy dots not constitute acceptance by the County of the work or any portion thereof, nor will it relieve the Contractor of responsibility for correcting detective work or materials found at any time before the acceptance of the work as set forth in Section 26 or during the guaranty period after such acceptance, as set forth to Section 20. t at TClioli boy PRISERVATION AND CLEANIKI A. The Contractor shall protect and preserve the work from all damage or accident, providing any temporary roofs. window and door covering*. boxings or other construction as required by the County. Ihis shall include any adjoining property of the County and others. S. The Contractor shall property clean the work as it p!ogreases. As directed during construction* rubbish shall be removed, and at completion the whole work shall be cleaned and all temporary construction, equipment and rubbish shall be removed from the site, all being left 1n a clean and proper condition satisfactory to thscounty. SECTION 23 PAYMENT OF F¢DEPAL OR STALE UXESt Any Federal, State or local tax payable on articles furnished by the Contractor, under the Contracts shall be Included in the Contract price and paid by the Contractor. The County will furnish Excise Tax Exasption Certificates to the Contractor for any articles which are required to be furnished under the F-21 . .t1t1423 Wk,Y i'. a-� nnu.rn.e`ar1-. aC �'Si r r•' . GENERAL C09DITIONS (Con't.) SECTION 21. CHANGE ORDERS: (Coni.) (d) ItDO RDS AND SUPPORTIVE IttPOPMTIONt (1) The Contractor shall maintain his records in such a manner as to provide a clear distinction betvasn the direct cost♦ of extra work paid for on a cost-plus basis and the costa of other operations. (2) Contractor •hall maintain daily records shoving man hours and material quantities required for cost plus work. The Contractor shall use a form approved or provided by the County. The fortes will be filled out in duplicate and the County's inspector will review and attach his _approving signature to the form an the AM the work to per orae. (2) Rental and material charges shall be substantiated by valid copies of vendor's invoices. (4) The contractor's cost records pertaining to cost-plus work shatt be open to inspection or audit by the County. ` (a) AF ILLM TO AGREE a TO COSTt Notwithstanding the failure of the County and the Contractor to agree a to cost of the proposed change order, the Contractor, upon written order from the County, shall proceed immediately with the changed work. Daily job records shall be kept as indicated in Paragraph (d) above and when agreed to by the Contractor and the construction inspector, it shall becow the basis for payment of the changed work. Agreement and execution of Lite daily job record by the construction inspector shall not preclude subsequent adjustment based upon a later audit by the County. F-20 004,22 GENERAL COND1TIM S (Con't.) bECTION 21. CHANCE ORDERS: (Con't.) 2. Haterials: (Con't.) If, in the opinion of the County, the cost of materials is excessive, or if the Contractor falls to furnish satisfactory evidence of the cost to him from the actual supplier thereof, then in either case the cost of the materials shalt be deemed to be the lowest current wholesale price at which similar materials are available in the quantities required. The County reserves the right to furnish such materials as it deems advisable, and the Contractor shall have no claim for Costs or profits on material furnished by the County. ), ul menti The actual cost to the Contractor for the use of equipeMnt directly required In the performance of the changed work. in computing the hourly rental of equipment, any time less than 30 minutes shall b 'considered one-half hour. No payment will be made for time whila lquipment is inoperative due to breakdowns or for non•vocking days, in addltion, the rental time shall include the time required to move the equipment to the work from the nearest available source for rental of such equipment, and to return It to the source. If such equipment is not moved by its own power, then loading and transportation costs will be paid in lieu of rental time therefor. however, neither moving time nor loading and transportation costa will be paid it the equipment is used on the project in any other way than upon the changed work. Individual ip *ctg _t ue ! o1 havintt _ re l rtt valve �f 81,000 o— i s al be considered t�b� tools _r small equt�menty a^d �o a ment w111 bi made therefor. Tor equipment owned, furnished, or rented by the Contractor, no cost therefor shall be recognized in excess of the rental rues established by distributors or equipment rental agencies in the locality where the work is performed. The amount to be paid to the Contractor for the use of equipment- as set forth above shall constitute full compensation to the Contractor for the cost of fuel, power, all, lubrication, supplies, small tools, small equipment, necessary attachments, repairs and maintenance of any kind, depreciation, storage, insurance, labor (except for equipment operators), and any and all coats to the Contractor incidental to the use of such equipment. (c) ALLMADLE TIRE EXTENSIONS: For any change In the work, the Contractor shalt be entitled only to such adjustments in time by which completion of the entire work is delayed due to performance of the changed work.' Each estimate for a change in the work submitted by the Contractor shall state the amount of extra time that he considers should be allowed for making the requested change. 1 F-19 )42 .. ..... fs. r,x':. ,�.. .q.s ._ _ _ =�'w..c•:f•� s. is..e fli`�i i`"i' `i �a�� t •A 4"`X.:+. '#v.. �, �` t`:n "U 4 s{;. '+'t •:" #` x�' r CE!tERAL OMITIONS (Con't.) SECTION 21. CR4NCE OILDER51 (Con't.) (2) On a unit4price basis, (3) On a cost-plus basis in accordance with the following conditional (a) WRK-UPSt 1, for work performed by the ContrsctgL an amount equal to the direct cost (as definedherein) of the work Plus 15% of the direct costa for overhead and profit. 2. For work performed by a sub-contractor an amount equal to the direct coats (as d• inen)of the work plus 20% of the direct costa for overhead and profit, (Suggested breakdownt 15% to the sub-contractor, 5% to .. . Contractor.) I. for work perform d by a sub-sub-contractor on amount equal to the direct costs as defined herern) of the work i plus 25% of the direct costs for overhead and profit. (Suggested breakdownt l!% to sub-tub-contractor, 5% to sub-contractor, 5% to Contractor.) ♦. in no cess will the total mark-up be greater than 25% of the direct costa notwithstanding the number of contract tiers actually existing. r S. For deleted work the mark-up •hall be 10% of the direct ` coats or the agreed upon estimate thereof. (b) DIRECT ODSTSt 1. Labort The costs for labor shall include any employer payments to or on behalf of the workman for health and welfare, pension, vacation and similar purposes. Labor rates will not be recognised when in excess of those prevailing in the locality and time the work is being performed. 2. Materials: The actual cost to the Contractor for the water a s irectly required for the performance of the changed work. Such coat of materials may include the cost of procurement, transportation and delivery if necessarily incurred. If a trade discount by the actual supplier is available to the Contractor, it shall be credited to the County. If the materials are obtained from a supply or source owned wholly or In part by the Contractor, payment therefore will not exceed the current wholesale price for such materials. The term "trade discount" includes the concept of each discount. F-18 011420 +. ,r...,, s�.tom ,.="1�:.#`ar?,.�,,.. .. :,;•'�.a``A�'.._ n a �%�'aak..�-'a>z4 .-t.. �.*__.-i"r5s•att. s...S.,,�:_� .,......x ,z.ti_ , ... ,. _.. , r rENE.MI, CtNNJIfItNS (Con't.) ,ECTItNi_, ;licl' DtAWMA, DESCRIPTIVE DATA. (Con't.) The County will examine, with reasonable promptness, much aubilttals, and return of submittals to the Contractor shat) not relieve the Contractor from responsibility for deviation# and alternatives trot the contract plans and specifications, nor shall It relieve him from responsibility for errors In the submittals. A failure by the Contractor to identify In him letter of transmittal material deviations from the plans and Specifications S shalt veld the submittal and any action taken thereon by the County. When specifically requested by the County, the Contractor shalt resubmit such shop drawings, descriptive data, and samples as may be required. If any mechanical, electrical, structural, or other changes are required for the Proper installation and fit of alternative materials. articles, or equipment, or because ofdaviations from the contract pians and specifications, much changes shall not be made without the consent of the i County and shah be made without additional cost to the County, li S C,� ne—H S AND 7f,5TRt the County reserves the right at Its own expense to order teats of any part of the work. 1f As A result of any such test the work Is found unacceptable. It will be rejected and any additional test required by the County shall be at Contractor's expense. Unless otherwise directed. sit samples for tooting will be taken by the County from the materials. articles or t equipment delivered, or from work performed. And tests will be under the super- 1 vision of, or directed by, and at such places as may be convenient to the County. Materials, articles, and equipment requiring tests shall be delivered In ample time before intended use to allow for testing, and none may be used before receipt of written approval by the County. Any sample delivered to the County or to the prostata for exaslnatlon, including testing, %halt be disposed of by the Contractor at his own expense within not more than ton (10) days after the Contractor acquire t knowledge that such examination Is concluded, unless otherwise directed by the County. 3 i SECTION Tl. CHANGE ORDERSI It The County reserves the right to order in writing changes in the plans and specifications, without voiding the contract, and the Contractor shall comply = with such order. No change or deviation from the plans and specifications will be made without authority in writing from the County. Changed work shall be performed in accordance with the original 1 reouirements of the Contract Documents and previous fully executed Change Orders. A Change Order may adjust the contract price either upward or dawn- f) ward in accordance with either or a combination of the following bases, as the County may eloCtt ' (1) On a lump sum basis as supported by breakdown of estimated costs. 1 I j i F-17 4 00419 , .- .. ... -is- _=...�.0 .• ... . •-,i.xr:' ,7...-krt; krs•e-i2F#,:.°k'�.z�.-.ti<;:-.:...�.u.�-vi4'��$r��.5��".a'.._�..,a��";4�1� . .. ..$si GENERAL CONDITIONS (Can't.) JECTION 14. AROP DRAVINGS. DESCRIPTIVE DATA, SAMPLES, ALTERHATIVESt (Can't.) E. The Contractor •hall submit to the County shop or diagram drawings in the number of copies as required in submittal schedule, or five (S) copies if no schedule is included in these documents. The drawings shall show completely the work to be done; any error or omission shalt be made good by the Contractor at his own expense, even though the work be installed before same becomes apparent, as approval by the County covers ganaral layout only. Fabrication, detail* and inspection shall confers to approved Contract Drawings. C. Descriptive Dotal Submit sets of manufacturer's brochures or other data required by the specifications in the number of copies as required in submittal acheduls, or five (S) copies if no schedule is included in these documents. The County will examine such submittals, noting thereon corrections, and return three copies with s letter of transmittal indicating actions taken by the County or required of the Contractor. D. Sampless Submit samples of articles, materials or equipment as required by the specifications. The work shall be In accordance with the approval of the suaptss. S$pies *hall be removed from County property when directed. Samples not removed by the Contractor, at the County's option. viii become the property of the County or will be removed or disposed of by the County at Contractor's expanse. E. Alternativssi For convenience in designation on the plans or in the specifications, certain materials, articles. or equipment may be designated by a brand or trade noes or the name of the manutacturer together with catalog designation or other Identifying Information, hereinafter referred to generically as "deslgnated by brand name". An alternative material, article, or equipment which is of equal quality and of the required characteristics for the purpose intended may be proposed for use provided the Contractor cosq.Iles with the following requlremsntst 1. The Contractor shall submit his proposal for an alternative In writing within the time limit designated In the specifications, or it not designated, then within a period which will cause no delay In the work. I. No such proposal will be considered unless accompanied by complete information, and descriptive data, necessary to dsterm►ne the *quality of the offered materials, art►ci*a, or equipment. Samples shall be provided when requested by the County. The Contractor shall note that the burden of proof as to the comparative quality or suitability of the offered materials, articles, or equip. ment shall be upon the Contractor. The County shall be the sole Judge as to such mutters. In the event that the County reject* the use of such alternative materisla, articles, or equipment, than one of the particular products designated by brand name shall be furnished. F-16 { ,' 00418 A'd`3Y=� `".�'e,.._.s k ; 1 GCI:CRAL O NMITIUM (Const.) zSCTit}: 1R. 'ATSITALS ART IMS AND COUIP740fri (Const.) that 4peclfle4. Request for substitution shall be made In ample time for ti.. County'a consideration as no delay or extra time will be allowed on account thereof. Evidence furnished to the County by the Contractor shall consist of Aloquste 9120 sawples of material, testing laboratory reports on material or process, manufseturer's specification data, field reports on product's approval A" use by other public agencies, material costs, and Installation coats and •uintenance provinlons and experience or other data an required by the County. The County's decision concerning the refusal or acceptance of proposed xvbatltuts for that specified shall be accepted as final. Requestx for suhstitutlon will only be considered when offered by the Contractor with the reason for substitution. •xlhtre to xuhmlt competent evidence as required and requested by County shall be consldered grounds for refusal of substitution. The Contractor shalt include n notice of change in contract prices. If substitution Is approved. D. All materials shall be dellvered so as to Insure a speedy and uninterrupted Progresa of tl•s work. Sane shalt be stored ■o as to cause no obstruction. and @o as to prevent overloading of any portion of the structure, and the Contractor shall be entirety responsible for damage or loss by weather or other Cause. E. Vlthln fifteen (15) days after the signing of the Conlroct, the Contractor shall submit for approval to the County a complete list of all materjals It is proposed to use under this Conti-set, which differ In any respect from vterials specified. This list shelf Include all materials which are Propose! by the subcontractors as well as by himself for use In work of his Contract and which are not specifically mentioned In the Specifications. This list must also Include the figures received by the Contractor In bid fora for the material or materials which are submitted for approval or substitution, together with the figures In bid form of the specified material or materials for which substitutions are proposed. In case a substitute Is offered and accepted an approved equal to materials specified, the cost of which Is lava than the cost of the material or equipment specified, then a credit shall be taken for the difference between the two costs in order that the County shall obtain whatever benefits may be derived from the substitution. Failure to propose the substitution of any article within thirty-five (73) days after the slgntrut of the Contract may be deemed sufficient cause for the dental of request for substitution. %CCi OR 19. SHOP pMVINCS. DESC)I,jjj1V_[&TA. SAHPLES. ALTERNATIVES; A• The Contractor shall submit promptly to the County, so as to cause no delay In the work, all shop drawings, descriptive data and samples for the various trade% as required by the specifications, and offers of alter. native@, It any. Such submittals shall be checked and coordinated by the Contractor with the work of other trades Involved before they are submitted to the County for examination. F-15 0041'7 C"ERAL CONDITIONS (Coot.) SECTION II. PRODUCT AND REFERENCL STANDARDS: A. Product Designation= When descriptive catalogue designations, Including manufacturer's name, product brand name, or model number are referred to in the contract documents, such designations shall be considered as being thou found in industry publications of current issue at date of first Invitation to bid. S. Reference Standards: When standards of the Federal Government, trade societies, or trade associations are referred to in the contract documents by specific date of issue, these shall be considered a pert of this contract. When such references do not bear a date of Issue, the current published edition at data of first invitation to bid shall be considered as part of this contract. 69CTiON 16. MATERIALS. ARTICLES, AND EQUiPMENTt A. Material shall be now and of quality specified. When not particularly specified, material shall be the best of ito class or kind. The Contractor shot%, it required, submit satisfactory evidence as to the kind and quality of material. Price, fitness and quality being equal, preference shall be given to products made In California, In accordance with Section 4750 at seq., of the Government Code, State of California. S. Mechanical equipment, fixtures and material shall be delivered in original shipping crates to the Job site and the County shall be notified of the receipt of such equipment, fixtures and material before uncrating. The County will, when desired, Inspect such equipment, fixtures or material to determine any damage or deviation from that specified. ltema damaged during delivery shall be rejected. C. Wherever the naw or brand of a manufacturer's article is specified herein, it is used as a measure of quality and utility or a standard. It the Contractor desires to use any other brand or manufacture of equal quality and utility to that specified, he shall make application to the County in writing for any proposed substitutions. Such application shall be accompanied by evidence satisfactory to the County that the material or process is equal to F-14 00416 girl ._i~.k9.','?l� ..F✓ 1 r.-rte, s:-�' r .. .. .1� •. ... GtH" EP,AL C011DiT1GM- (Con't.) SECTION 15 liftEfLPAETATION Of CQJa?A;LMUJAUJM1 (:on't.) 4. Conflict$ within the Specifications$ a. The "Cenaral Conditions of the Contract" ahall govern over all sections of the specifications except for specific modifications thereto that cry be stated In the Special Conditions. b. Onissiow if the contract documents are not complete as to any minor detail of a required construction system or with regard to the manner of combining or installing of parts, materials, or equipment, but there exists an accepted trade standard for good and workmanlike conatruction, such detati shall be doomed to have boon lmpitedly required by the contract documents In accordance with such standard. "Minor detail" shall Include the concept of substantially Identical components, where the price of each such component is small even though the aggregate cost or Importance is substantial, and *hall Include a single component which Is incidental. even though Its cost or importance may be substantial. The quaitty and quantity of the parts or material so supplied shall conform to trade standards and be capatlbls with the type, composition. strength$ site, and profile of the parts or materials otherwise sat forth In the contract documents. 5&CT1oH 1,1, clA IFICAT SNS AND ADDIT12ML iNSTRUCTiONt A. Notification by Contractors Should the Contractor discover any conflicts, oalsgions. or errors in the contract documents or have any question concerning interpretation or clarification of the contract documents, or if it appears to his that the work to be done or any matters relative there- to are not sufficiently detailed or explained In the contract documents. than. before proceeding with the work affected, he shall immediately notify the County in writing through the Construction Supervisor, and request Interprets tlon, clarification or furnishing of additional detailed Instructions concerning the work. All such questions shall be resolved and Instructions to the Contractor Issued within a reasonable time by the County, whose decision shall be final and conclusive. Should the Contractor proceed with the work affected before receipt of Instructions from the County, he shall remove and replace or adjust any work which is not In accordance therewith and he shall be responsible for any resultant damage, defect or added coat. g. Field Orders: During the course of the work the Architect and/or Engineer say issue Field Orders regarding the work. These Field Orders will supplement the plans and Specifications in order to clarify the intent of the contract documents by adjustment to meet field conditions or to cake the various phases of the work meet and join properly. A Field Order involves no change in contract time or price. Performance, partiaily or in full, of a Field Order shall constitute a waiver of claim for a change in contract time or price for the work covered by the Field Order, unless a Change Order has been issued. c. Change Orders: See Section 21, this Division. F-13 04410 2' i :::Y ,. § t .F� "kin.y� }3'� ,5 # 5, 3i ; f CfjML CONDITIONS (Continued) ,SECTION 13. INSPECTION: (Continued) C. The inspection of the work or materials shall not relieve the Contractor of any of his obligations to fulfill his contract as prescribed. Work and materiels not meeting such requirements shall be made good and unsuitable work or materials may be rejected, notwithstanding, that such work or materials have been previously inspacted or that payment has been made. sECTION 14. RZJAaIOM OF MATERIALS, A. The Contractor shall promptly remove from the premises all materials condemned by the County as failing to conform to the Contract whether incorporated in the work or not, and the Contractor #Rall promptly replace and roexscute his own work in accordance with the Contract and without expense to the County and shall bear the expense of making good all work of other Contractors destroyed or damaged by such removal. g, if the Contractor does not remove such condemned work and materials within reasonable time, fixed by written notice, the county may remove them and may store the materials at the expense of the Contractor. If the Contr etor does of pa the expenses of such removal within ten (10) sys thereafter, he County may upon ten (10) days written notice, sell such materials at auction or at private sale and shalt account for the net pro- coeds thereof after deducting all costs and expenses that st}ould have been borne by the Contractor. gr 101 Is. INTERPREM.10N of COKUM xeovlxEMIXESt A. Correlations The contract documents shall be interpreted ' as being complementary in requiring a complete work ready for use and occupancy or, if not to be occupied. operationAny require- ment occurring in any one of the documents is as binding as through occurring in all. g. Conflicts in the Contract Documents: In the event of conflict in the contract documents the priorities stated in sub- divisions 10 2, 3. and 4 below shah governs 1. Addenda shall govern over all otter contract doucmento. except the County s standard Pores Agreement unless it is specifically indicated that such addenda shell prevail. Subsequent addenda shall govern over prior addenda only to the extent specified. 2. In case of conflict between plans and specifi- cations. the specifications shall govern. 3. Conflict within the Planst a. Schedules. when identified as such, shall govern over all other portions of the plans. b. Specific Notes, shall govern ever all ether nates and all ether portions of the plans. c. Larger scale drawings shall govern over smmaller.scale drawings. F-12 0041,4 �'{-,�•:i. _{. ..5...i7uSfas..-4�;axl"#ia"6ik. } .. �$,`#z J.;Pi, o ;?y't y t '.. „I u :'k -GEHE_ML Cott TIONS (Continued) SECTION 12. $ESPONSI9ILIT FOR SITE (continued) promptly notify the County in writing, Where necessarryy far the work of tht contract, the County •hall gnus a written order to the Contractor to puke such adjustment, rearrangement, repair removal, alteration, or special handling of such utility, inctud W repair of the damaged utility. for the purposes of the foregoing, "active" shall mean other than abandoned, and "utility in•taI atione" shall include the followings Sta•e, petroleum products air, chemical, water, j sever store water, gas, electric, and teiephona pipe lines or conduits. The Contractor shall perform the work described in such written order and compensation therefor will be made in accord- ance with Section 21, relating to changes in the work. Except for the items of cost specified in such Sections, the Contractor shall receive no compensation for any other cost, damage or delay to his duo to the presence of such utility. If the Contractor fails to give the notice specified above and thereafter acts with- out instructions from the County, then be shall be liabls for any ss or all do $* to such utilities or other work of the contract which arises from his operations subsequent to discovery thereof, and h* shall repair and make good such damage at his own cost. (" S. if the contract requires excavation or other work to a ! stated Reit of excavation beneath the surface, and if during the f course of the work the County orders a change of depth or dimen- sions of such subsurface work duo to discovery of unsuitable bearing material or for any other cause, than adjustment to con- tract,trice for such chsngo will be mad* in accordance with Sec- tion 21. Except for the atoms of cost specified therein, the Con- tractor shall receive no compensation for any other cost. damage, or do lar to his due to the presence of such unsuitable bearing material or other obstruction. SECTION 11, INSPECTION: A. The Contractor shall at all time• pers.it the County and their authorised agents to visit and inspect Che work or any ppart thereof and the shops whore work 1s in preparation. This %11- gation *hall include maintaining proper focilities and safe access for such inspection. Where, the contract requires work to be tested, , it shall not be covered up until inspected and approved by the County. and the Contractor shall be solely responsible for notify- ing the County where and when such work is in readiness for inspec- tion and t*attng. Should any such work be covered without such test and approval, it &hall be uncovered at the Contractor's ex- pense. B. Whenever the Contractor intends to perform work on Saturday. Sunday, or a legal holiday, he shall give notice to the County och intention at least two working days prior to performing such work, or such other peiiod as may be speci- fied. so that the County may sake necessary arrangements. F-11 00413 x - Y'.y •3 .�s4W£ --� �" s 'ri5c`Y} 4 . nl �` T'w t � , r` t .fie .. i' I GENERAL CONDITIONS (Continued) t� SECTION 11. CONDUCT Of WORK: C. The Contractor shall personally superintend the work and shall maintain a competent superintendent or foremen at ,�1111 tinge until the job is accepted by the County. This superinten-3ent shall be empovered to act in all matters pertaining to the work. D. Daily Manpower Reports shall be signed by the Contractor, or his Superintendent, and submitted weekly. E. Unless otherwise specified, the Contractor shall clear all obstructions and proper* the site ready for the construction. He shall verify dimensions and scala of plot plans, and shall check all dimensions, levels, and construction, r. Where work ofon• trade joins, or is on other work, there shall be no discrepsneyy or incomplete portions when the total project is complete. In •ng• tng one kind of work with another, marring or damaging same will not be permitted. .Should improper work of any tra • be covered by another which results in dewe, or defects the whole work affected shall be made good by the lontractor wit4out expense to the County. f 0. The Contractor shall antiolpate the relations of the various trades to progress of the work and shall see that required anchorage or blocking is furnished and set at proper times. An- Ch and blocking for each trade shall be a part of same, ex- capt where stated otherwise. R. Proper facilities shall be provided at all times for access of the County representatives to conveniently examine and inspect the work. I. Watchmen, at Contractor's option shall be maintained during the progress of the work as required, at the expanse of the Contractor. J. If any subcontractor or person employed by the Contractor shall appear to the Engineer to be incompetent or to act in a dis- orderly or improper sannor, he shall be dtacharg•d immediately on the written request of the Engineer/Architect, and such person shall not again be employed on the work. , SECTION 12. RESPONSIDILITy EN SITE CONDITIONSt The following shall constitute exceptions, and the sole •xeapptions, to the responsibility of the Contractor set forth in Section 4, in the Instructions to Bidders: A. If during the course of the work the Contractor encount- ' ars active utility installations which are not shown or indicated in the plans or in the s ecificationa, or which are found in a location substantially different from that shown, and such utilities are not reasonably apparent from usual examination, then he shall t ' F-10 C 00412 , i GENERAL COIIDITIONS (Continued) � SM,C,UQt# 4, TragRARYUTILITIES AHQ FACILITIES (Continued) j D. The Contractor shall provide and maintain for the duration of the work, tamporary toilet facilities for the work- men, These facilities shall be of an approved type con£ormina to the requirements of the County itesith Department, and shalt be weathertight structures with raised floors. Structures are to have adequate light and ventilation and door a nipped with latch or lock. Contractor shall service such facilities daily, maintaining same in a clean and sanitary condition. Portion of sits occupied by toilet facilities shall be graded end cleaned up upon removal of facilities when so ordered and/or upon completion of work. Z. The County will pAy directly to the utility companies connection fees, anne—MMpermit fees acreage fees, and all other fees required by the utility companies and associated with the permanent utility services, if additional fees associ- ated with the temporary services are required they will be paid by the Contractor. The County X11 sips for water gas, tals- phone and electricity consumed on the pro act until Miter the County makes written request to the utility companies that bil- lings be sent to the County. (Normally the County will make these requests after the project is accepted as complete.) P. See Special Conditions for Variations to the above ' requirements. SECTION 10, PERMITS: A. The Contractor shall make application for all permits, that are required for the performance of,his work by all laws ordinances. rules, re ulations, or orders, of any belly lawfully empowered to make or issue the same and having jurisdiction and shall give all notices necessary in connection therewith. 'the Contractor is not u to pay any charges associated with per- mits. (It is not tha pr ant policy of the County to pay fees to the incorporated cities for peasits.) SECTION Al. CONDUCT OF WORK. A. The Contractor shall observe that the Count reserves the right to do other work in connection with the pro3ect by Can- tract or otherwise, and he shall at all times conduct his work so as to impose no hardship on the County or others engaged in the work. He shall adjust, correct and coordinate his work with the work of others so that no discrepancies shall result in the whole work. B. The Contractor shall provide an adequate work force, materials of proper quality and equiRqkent to properly carry on the work and to insure completion of each part in accordance with his schedule and with the time agreed. F-9 0041.1 r,rIjERAL CONDITIONS (continued) SECTION 7. jj P IiORK AND DhWgSt (continuud) F. Should the County for any cause, authorise a sus- pension of work the time of such suspension will be added to the time allowed for completion. Suspension of work by order of the County shall not be deemed a waiver of the claim of the County for damages for non-completion of the work after the adjusted time as required above. 6=10N 8. PAOCpg$S SCNEWLE. See Special Conditions paragraph 1.12 StaigN 9. IrMORANY UTILITIES AND PACLLiTIRSt A. All water used on the work will be furnished and paid for by the Contractor. The Contractor *hall furnish the necessary temporary piping from the distribution point to the points on the site where water is necessary to carr on the work and upon com• pletion of the work shalt ramove al! tanporary piping. g. The Contractor, at his own cost, shall furnish and in- stall all meters,all electric light and power equipment and wiring, atl gas meters, a e uipment and piping that is necessary to per- form his work ani shall remove the asme upon the completion of the work. The Contractor shall pay for all power, light and gas used in the construction work. . C. The Contractor shall furnish,'wive for, install and main- tatn temporary electric light wherever it is necessary to provide illumination for theproper performance and/or inspection of the work. The lighting dull provide sufficient illiaination and shall be so placed and distributed that these Specificattone can be easily read in every piece where said work is being performed. This too- ovary lighting equipment my be awed about but shall be maintained throughout the work, available for the use of the Engineer, Project Inspector, or an other authorised representative of the County whenever required for inspection. F-8 C,., 00410 cK,c, 'rtt �t�{ �, moi'" sk. �f b F a`'� ti -u€ '3 -`'R�♦ pi- 1 + = ;,y - t,Aix :'IRA a., t ° 4a. . '..,@' .f,t,.,....,. v .a.. +�s: c.�...� 'et e 1 G'NERAL CONDITIONS (Continued) SECTION 6. Subcontragtinx (continued) D. Subletting or subcontracting any portion of the work as to which no subcontractor was designated in the original bid shall be permitted only in case of public emergency or necessity, and then only after a finding reduced to writing as public rec- ord of the awarding authority setting forth the facts constituting such emergency or necessity. L. Substitution of Subcontractors: Contractor shalt not substitute any person or subcontractor in place of a subcontractor listed in his bid proposal without the written approval of the County. Substitution of subcontractors must be in accordance with the provisions of the "Subletting and Subcontracting Fair Practices Act" beginning with Section 4100 of tits Government Code. Violations of this Act by the Contractor may subject him to penalties which may include cancellation of contract assessment of 10 percent of the subcontractor's bid, and disciplinary action by the Contractors State License Board. ssggj1QN,7. TIME OF WORK AUR D,UOF.St A. The County will designate the starting day of the con- tract on which the Contractor shall immediately begin and thereafter diligently pprosecute the work to completion. The Contractor obli- gates hLsself to complete the work on or before the data or within tit number of calendar days, set forth in the Pr east (laid Form)for completion, subject only to such adjustment of time as may be set forth in this article or pursuant to Section 21. B. If the work is not completed within the time required, damage will be sustained by the County. It is and will be impract- icable and extremely difficult to ascertain and determine the actual damage which the County will sustain by reason of such delayl and it is therefore agreed that the Contractor will ppsy to the County the sus of money stipulated per day in the Sppeci[ications for each and every day's delay in finishing the work beyond the time pros- cribed. If the Contractor fails to pay such liquidated damages the County any deduct the amount thereof from any money due or that may become due the Contractor under the contract. C. The work shall bo regarded as completed upon the data the County has accepted the .M2 writlnt. D. Written requests for contract time extensions, along with adequate justification* shall be submitted to the County not later than one month following the delay.. E. Any money due or to become due the Contractor. may be retained to cover said iiquidatad dr and should such money not be sufficient to cover such damages, the County shall have the right to recover the balance from the Contractor or his sureties. F-7 00409 ..�::z; . t. •.;_- �.s::'; k ... ix..�k:hz� ... A.i_.„..._�.b.'a ,�`:.-..,i....:;... ...,._r a #��-x:,w.� �,��,:. _ ...t ..z:�,.+ . ...., , 1_ NERAL CUMITIONS (continued) 5EC'LIO11 S. pOND AND INSURANCE (continued) E. CERTIFICATES OF INSURANCEt Certificates of such Workmen's Compensation, Public Liability, Property Damage Insurance, and Fire Insurance, shall ' be filed with the Count and shall be subject to County approval for adequacy of protection. All certificates shall indicate that Contra Costs County has been named as an additional insured. These certificates shall contain a provision that Coverage af- forded under the policies will not be cancelled until at least thirty days' prior written notice has been given to Contra Costa County. F. PERrOAMA &I=: One bond shall be in the amount of One Hundred percent (100X) of the Contract, and shall insure the Owner during the life of the Contract and for the terve ofone (1) year from the date of acceptance of the work a ainst faulty or improper water- tall or workmanship that may be discovered during that time. 0. PAYHXHT AM: One bond shall be in the amount of fifty percent (50X) 1 of the Contract pprice, and shall be in accordance with the law of the State of California to secure the payment of all claims for labor and materials used or consumed in theparformance of this contract and of all amounts under the Unemployment Insurance Act. . SS(�CONTRACTINOt A. The Contractor shall be responsible for all work per- formed under this contract, and no subcontractor will be recos- nised as such. All persons engaged in the work will be considered as employees of the Contractor. g. The Contractor ,hall lve his personal attention to the ful- fillment of this contract and call keep the work under his control. When any subcontractor fails to prosecute a portion of the work in a manner satisfactor to the Architect or Engineer, the Contractor shall remove such subcontractor immediately upon written request of the Architect or Engineer and he shall not again be employed on the work. C. Although the specification sections of this contract may be arranged according to various trades, or general grouping of work, the contractor is not obligated to sublet the work in such manner. The County will not entertain requests to arbitrate dis- putes among subcontractors or between the Contractor and one or more subcontractors concerning responsibility for performing any part of the work. F-6 00408 GE14ERAL CONDITIONS (Continued) SECTIONS. Bond and Insurance (Continued) B. Compensation Insurance The Contractor shall take out and maintain during the life of this Contract adequate Workmens' Compensation Insurance for all his employees employed at the site of the project, and in case any work is sublet, the Contract shall require the subcontractor similarly to provide Workmens' Compensation Insurance for the latter's employees, unless such employees are covered by the protection afforded by the Contractor. In case any class of employee engaged in hazardous work under the Contract at the site of the project is not protected under the Workmens' Compensation statute, or in case there is no applicable Workmens' Compensation statute, the Contractor shall provide, and shall cause each subcontractor to provide, adequate insurance for the protection of his employees not otherwise protected. C. Public Liability and Property Damage Insurance: The Contractor, at no cost to Public Agency, shall obtain and maintain during the term hereof, Comprehensive Liability Insurance including coverage for owned and non-owned automobiles, ,with, a minimum combined single limit coverage of $ 500,000 for all damages due to bodily injury, sickness or disease, or death to any person, and coverage in the amount of $500,000 for any damage to property, includ- ing the loss of use thereof, arising out of each accident or occurence. Consultant shall furnish evidence of such coverage, naming Public Agency, its officers and employees as additional insureds, and requir- ing 30 days' written notice of policy lapse or cancellation. The Contractor shall submit a Certificate of Liability Insurance which shall include the "hold harmless" agreement as required in the Articles of Agreement. D. Builders: Risk: The Owner is carrying a Builders' Risk Policy on the Project. However, each Contractor is responsible for the deductible of $5,000 per occurence. Fry 0040?. .#.�Ck� �.:s.:��:z:"i-m��'..�`+',-i..i.. `��s$���� PTi'�raz.:r.2.. r, 4 GENERAL CONDITIONS (continued) SECTION 7. patents and Royalties. A. The Contractor shall provide and pay for all licenses and royalties necessary for the legal use and op oration of any of the equipment or specialties used in the work Certificates shoving the payment of any such licenses or royalties, and pper- mits for the use of any patented or copyrighted devices sha11 be secured and paid for bthe Contractor end delivered to the County on completion of tK. work, if required, SECTION 4, o c r' r b t s A. The Mork Until the formal acceptance of the work by the County, the Contractor shall have the charge and care thereof and shall bear the risk of injury or damage to am part of the ea work by the action of the elanta or from any other cause ex- cept as provided in Section 27. The Contractor, at Contractor's cost, shall rebuild, repair, restore, and make good all such damages to any portion o[ the work occasioned by any of such causer beton its accept- ance. B. Public Utilities. a. The Contractor shall send proper notices, make all nsceasary arrangements, and perform all other rarvicas required in the care and maintenanee of all public utilities. The Con- tractor shall assume all responsibility concerning same for which the County may be liable. b. Enclosingor boxing in, for portection of any public i utilitequipment, shal be done by the Contractor. Upon comple- tion othe work the Contractor shall remove all enclosures fill In all openings In masonry grouting the saw watertight, anb leave in a finished condition. c. All connections to public utilities shall be made and maintained in such maintained as not to interfere with the con- timing use of'same by the County during the entire progress of the work. SECTION S. JMd +yid Insurance. A. The Contractor to whom the work is awarded shall within five (S) working days after being notified enter into a contract with the owner on the Contra Costa County Standard Form for the work in accordance with the drawing and Specifications shall fur- nish and file at the same tine labor and material and kaithful per- formance bonds as set forth in the advertisement for bids, on a form acceptable to the County. F-4 00406 GENERAL CONDITIONS (continued) SECTION 2. Otwerning Lawsna d Nertulationss A. The Contractor shall keep informed of and observe, and comply with and cause all of his agents and am- ployeas to observe and comply with all prevailing Federal and BS tats laws, local ordinances, and rules and rag tions made pur&wnt to said laws. kph in a way affect the Induct of � jLl�gr„}Lf, this contract. B. All work and materials shall be in full accord- ance with the latest rules and regulations of the Uniform building Code, the State Fire Karshal, the Safety Orders of the Division of Industrial Safety, the National Electric Code the Uniform Plumbing Code published by the liestern Plumbing Officials Association, and other applicable State laws or regulations. Nothing in these Plans or Specifications is to be construed to ureit work not conforming to those Codes. The Contractor shall keap capias of Codas an job at all tines during construction ported. C. Excerpts from Section 6422 of the Labor Cade of the State of California are included below. The Contractor shall comply fully with this section of the Labor Code as applicable. "No contract for public works involving an estimated expenditure in excess of $25,000.00 for the excavation of any trench or trenches five fest or more in depthshall be awarded unless it contains a clause requiring submission by the Contractor and acceptance by the awarding body or by a registered civil or structural engineer, employed by the awarding body to whom authority to accept has been deli sled, in advance of ex- cavation. of a detailed plan showing the est n of shoring, brac- ing, sloping, or other provisions to be made for worker protection from the hasard of caving ground during the excavation of such trench or trenches. If such plan varies from the shoring system standards established by the Construction Safety Wars, the plan &hall be prepared by a registered civil or structural engineer. "Nothing in this section shall be deemed to allow the use of a shoring. sloping, or protective system lees effective than that required by the Construction Safety Orders of the Division of Industrial Safety. "Nothing in this section shall be construed to impose tort liability on tha awarding body or any of its employees. "The terms 'public works' and 'awardin body', as used in this section shall have the same meaning as in abor Code Sec- tions 1720 and 1722 respectively." F-3 t. i k z. a a i, aiaet2 c.?'.Fa.^ta: syr '"Ji ..,:-•�'F«'x:�x,..5.�.3.L tY�k"�.. \ E..'-a' a W s,s n b '�,C .d � ��5Y �:; �:rr ��kp;�jt' GENERA. CONDITIONS r,rcTloX,j. Definitions: (continued) C n The individual partnership, carpporstion. association,-To n�ture, or any combination thereof, who has entered into a contract with the County. ggg� Shell mean the Counter of Contra Costa, a political subdivision division of the State of California and party of the first part, or its duly authorised agent acting within the scope of their authority. Pi* d - to an instruction given during the course of the work. ee Section 169). j2M - The written instructions, provisions, conditions or of er requirements appearing on the drawin6o, and so Identified thereon, which pertain to the performance oL the work. ��llMMA���� The official drawings including plana, ele- vations, secFions,-detail drawings, diagrams, general notes. in- formation and schedules thereon, or exact reproductions.thereof, adopted and approved by the County showing the location, character, f dimension, and details of the work. l The instructions.'provisions, condi- tions and detailed—requirements pertaining to the methods and man- nor of performing the work, or to the qualities and quantities of work to be furnished and installed under this contract. v 0 - An individual, partnerahip, corporation. association, o nt venture, or anp combination therso[, who con- tracts with t Contractor to perfon work or labor or render service in or about the work. The ten subcontractors shall not include those who supply materials only. aerintendre - The representative of the Contractor who shall be present at the work site at all times during perform- once of the work. Such Superintendent shall at all times be fully authorized to receive and act upon instructions for the Architect or his authorized agents and to execute and direct the work on be- half of the Contractor. ,�tllnle_m_a��tary Amement - A written agreement providing for alteration, amendment, or extension of the contract. Y_qrk�� - The furnishing and installing of all labor, materials, articles, supplies, and equipment as specified, desig- nated, or required by the contract. -z 00404 l • 4 �4 N, '14eh L jk icry '��A'k'-�^I•.s3y,� a4�,s'1...� "^` ,t T� :� � i rya GENERAL CONDITIONS SECTION 1. Definitionsi Whenever the following terms, pronouns in place of them, or initials of organisations appear in the contract documents, they shall have the following meanings � u� A document issued by the County during the bidding pe�r��to —rich modifies, supersedes, or supplements the original contract documents. Rttlna scoot t poplo ocuoent • y, wasl t or moot y prepared by the contractor for submission to the County�iich reports the total number of employees, the to number of min- ority employees, and the present minority manhoure of total man- hours worked on the project. AmsmatThe written document of agreement, exe- cuted by the Lounty and the Contractor. rgagineer - Shall mean the architect, engineer, in v ua or co-partnership, emplo ed by the County of Contra Costa= as dssisnated on the title sheet of those speci- fications. When Contra Costa County is designated as the Engineer, Engineer shall mean the Public Works Director, or his authorized ( representative. d - Any individual, partnership, corporation, association o n venture, or any combination thereof. submitting a proposal for Che work, acting directly, or through a duly author- ised representative. 12al gShall mean the duly elected or appointed officf;ls io const tuts such a Board. who will act for the County in all matters pertaining to the Contract. Chanes 0 der - Is any change in contract time or price and any change incontraccttodrocumento not covonstUatiop ered bysubcontractorsi Lo�E Clerk•Qf_ o �hiZl�mmeean the aut oe s7�t ooT We�, ounty at the si a o the work. Contract' The contract is comprised of the contract documents. 4 Co Docume e - The contract documents include the agreement, 'the drawings, and the specifications. Project Manager The Project Manager is.the authorized representative •of Contra Costa County. Constructim Manager - The Construction Manager As the County's construction representative.ae described- in the Special Conditions Section 01010 F-1 00403 L'3{.+.i'.� 7i' $,za._ •.i} .4 :t?eti�9..D i...`-`,.i.xt ixt3.e'`• m'..(�1.�'��:.siv_'^-,.1A Instructions to Bidders (Continued)' e 8. AWARD OF CONTRACT: A. The right is reserved to reject any and all proposals. The award of the contract, if it be awarded, will be to the lowest responsible bidder whose proposal complies with all the requirements prescribed. Such award, if made, will be made within 30 days after the opening of the proposals. 9. EXECUTION OF CONTRACT:' A. The contract shall be signed by the successful bidder in duplicate counterpart and returned within five (5) days of receipt, not 'including Saturdays, Sundays, and legal holidays, together with the Contract Bonds and Certificates of Insurance. No contract shall be binding upon the County until same has been executed by the Con tractor and the County. , Should the Contractor begin work in advance of receiving notice that the contract has been approved as above provided, any work performed by him would- be at his own risk and as &'volunteer unless said contract is so approved. 10. FAILURE TO EXECUTE CONTRACT: A. Failure to execute a contrdct and fill acceptable bonds and certificates of insurance as provided herein within 10 days, not including Saturdays, Sundays, and legal holidays, after the successful bidder has received the contract for execution- shall be Just cause for the annulment of the award and the forfeiture of the bidder's security. If the successful bidder refuses or fails to execute the contract, the County may award• the contract to the second lowest responsible bidder. If the second lowest responsible bidder refuses or fails to execute the'contract. . the County may award the contract to the third lowest responsible bidder. . On the failure or refusal .of the second or third lowest responi. sible bidder to whom any such contract is so awarded to execute the . - same, such bidder's securities shall be likewise forfeited to the County. The work may then be readvertised.or maybe constructed by.day labor as provided by State law. • , . : Contra Costa County Detention Facility 4ty Instructions to Bidders (Continued) 4. SUBMISSION OF PROPOSAL: A. Each bid shall be made on a proposal form to be obtained at the Turner Construction Project Office, located in a construction trailer at the corner of Pine and Mellus, (1035 Pine Street) Martinez, California 94553. Bids are required for the entire work described herein, and neither partial bids nor contingent bids will be considered. Bid proposals shall be sealed and shall be submitted to the Public Works Department, 6th Floor, County Administration Building. 651 Pine Street, Martinez, California, on or before the 23rd day.of November 1977 at 2:00 PM and will be opened in public and at the time due-in the 6th floor Con- ference Room of the County Administration Building. 5. WITHDRAWAL OF PROPOSALS: A. Any bid may be withdrawn at any time prior to the time fixed in the public notice for the opening of bids, provided that a request in writing. executed by the bidder or his duly authorized representative, for the withdrawal of such bid is filed with the Clerk of the Board of Supervisors of Contra Costa County. Any oral. telegraphic. or telephonic request to withdraw a bid proposal s not acceptable. The withdrawal R a bid s all notre u ce t► righte of a bidder to file a new_Vd_7.__1''�iis articledoes not authorize the withdrawal of any bid after the time fixed in the public notice for the opening of bids. 6. IRREGULAR PROPOSALS: A. The County also reserves the right to accept any or all alternates and unit prices called for on the Bid Form and their order of listing on such form shall. in no way indicate the order in which " the. bids may be accepted. 7. COMPETITIVE BIDDING: A. if more than one proposal be offered by any individual; firm, partnership, corporation, association, or any combination thereof, under the same or different names. all such proposals may be rejected. A party who has quoted prices on materials or work to a bidder is not thereby disqualified from•quoting prices to other bidders. or from submitting a bid directly for the materials or work. All bidders are Out on notice that any collusive agreement fixing the prices to be bid so as to control or affect the awarding of this contract is in violation of'the competitive bidding requirements of the State law and may render void any contract let under such circumstances. a04r i =i s .,_`"b.... .zr.:•_ti'�'i'',c'L.�i,..Y 'rv`.�,z'b.�i?'' de`s.'±`_ _ :u+.. o-?'_1�s.F'n} i.4i:�$IF���FL..'+1['(t aAi�l.,q.. ._A .�'k�'c .a.n� ^?; •�.. .- Instructtions to bidders (Continued) c. . fl. UtS(.►ilPi+{s;1ES OR ERRORS: If omissions I discrepancies, or apparent errors are found in the plans and*specifications prior to the date of bid opening, the bidder shall submit a written request for a clarification which will be given 'i•n the form of addenda to all bidders if time permits. 3. BIDDING DOCUMENTS A. Gids :hall be made upon the special Propo-ial (slid i'orm), with .ill items completely filled out; numbers shall be stated both in writingg and in figures, the signatures of all persons signed shall be in longhand. The completed form should be without interlineal- tions. alternations or erasures, no alternative proposals. • Adiitlonal copies of cha Proposal. (Bid roris) ray he obiilned•from. those supply- ing these spocifications'a:+ ;d:.�+� • : B. Bids shall not contain any 'recapitulation of the wurk to he doge; alternative proposals will`,not be considered, unless lgallo-d flan. No oral, telegraphic or tolepAonic proposals or modif"icationi will he ceizs id.!;C. List of Proposed Subcontractors: Each proposal s11411 libve'listeA t eroln Cho name and ress of each subcontractor to whom the bidder proposes to subcontract portions of the work in an imount in excess of 1/2 of 1 percent pf his total bid. in accordance with rhapter 2. Division 5, Title 1, of the Government Code. Il. Bidder's security_: All bids shall have enclosed cash, N cashier's c'hee-c certif�ed check or a bidder's bond. as des-=-Wed be ow execute3as sursti a corporatloWaiAFo-Hzed to insure surety bonds in the 'State of California, made payable to "Contra'Costa County", In an amount equal to,at least 10 percent of the amount . ' of the•bid. No'bld shalla..be considered unless one of the forms of bidder's security is":enciosed';therewith. ' The above-mentioned security shall be given as a guarantee that the bidder will enter into a contract if awarded the work, and will be forfeited by the bidder and retained by the County if the successful bidder refuses, neglects or fail, to enter into said • `• contract or to furnish the necessary bonds after being requested to -In ;o by tho >. and ov Supervisni•s of the County of Contra Costa.' Contra Costa County. Detention', Facility E-2 00400 k { Instructions to Bidders 1. LICENSING OF BIDDER. Before submitting bid, bidder shall be licensed n accordance with the provisions of Section 7000 thru 7145 of the Business b Professions Code of the State of California in the clas- sification required for the work bid on. The bidder's name shall correspond in all respects with the same shown on the license. License numbers and names are checked with the State. 2. EXAMINATION OF PLANS, SPECIFICATIONS, AND SITE OF THE WORK A. CONTRACTOR'S RESPONSIBILITY The bidders shall examine carefully the site of the work, and the plans and specifications therefor. He shall investigate and ; satisfy himself as to conditions to be encountered, the character, quality, and quantity of surface, and subsurface materials or obstacles to be encountered, the work to be performed, and materials to be furnished, and as is the requirements of the proposal, plans, and specifications of the contract. Investigations of subsurface conditions are made for the purpose of design, and the County assumes no responsibility whatever in respect to the sufficiency or accuracy of borings, or of the • log of test borings, or other preliminary investigations, or of the interpretation therefor. i There is no quarantee or warranty, either express or implied, that the conditions indicated are representative of those exist- Ing throughout the work, or any part of it, or that unlooked for developments may not occur. Making such informatio• available to bidders is not to be construed in any way as a waiver of the provisions of this article concerning the Contractor's responsi- bility for subsurface conditions, the bidders must satisfy them- ; selves through their own investigations as to the actual conditions , to be encountered. : Contra Costa County Detantion.Facility E-1 ��es.�►� _ .. , s... .. .-._ z . . .. .,a,,s- - _..c..' U ��,fY a_�...., tYi x}3.: �.�:'!`-,anr�"-C F'�"i�E$4a.aA� e'4 An •.r•, ..�"?`. INFORMATION TO BIDDERS Part II 6. Parking: Parking spaces are at a premium in downtown Martinez, construction workers will not be allowed to occupy existing parking areas. Park- ing for one foreman of each Contractor will be provided, additional construction parking will be in locations directed by the Construction Manager. It is anticipated that sufficient parking for the peak construction pahse will be made available north of Marina Vista, approximately six blocks from the project. 7. Clean-Un: The Contractor shall keep the premises free at all times from all waste materials, packaging materials and other rubbish accumulated in connection with the execution of the work by collecting and depositing said materials and rubbish in debris boxes to be furnished by the General Conditions Contractor. Debris boxes are furnished for normal miscellaneous debris only. Dunnage and bulking type materials must be removed from the site at the Contractor s own expense. B. Line and Grade: Two column lines in a north-south direction and two column lines in a east-west direction will be provided on each floor for use by the Contractor. Assuming the accuracy of these lines, all other layout will be by the Contractor. Four bench marks for elevation control will be provided on each floor for use by the Contractor. 9. Temporary Buildings: Space for storage and temporary buildings will be allocated by Turner i as job conditions permit. Temporary offices or sheds shall be constructed of fire resistant materials. Material and layout must be approved by Turner prior to installation. 10. Obtaining Documents: Bidders will be furnished one set of Contract Documents, additional sets or copies of reference drawings, if desired, can be purchased from the following: East Bay Blue Print and Supply Co; 1742 Franklin Street i Oakland, California PHONE: (415) 444-8001 or 465-7363 D-2 INFORMATION -TO BIDDERS Part II I 1. Scope: i Contractor will furnish and install all Precast Concrete as shown or noted on the Contract Drawings and as specified in Section 03411 Precast Concrete. work will include installation of anchorage devices, supports, inserts and fastenings required for installation of precast concrete units. Work includes any structural outriggers and stiffners that attach to the structural steel frame to provide support for the precast units. The Structural Drawings indicate the general intent for reinforcing of the precast units. The actual reinforcing of each panel shall be shown on shop drawings submitted for approval by the Contractor. The Contractor will include all costs for reinforcing of precast panels within his bid, understand- ing that variations in panel dimensions and configurations will require minor modifications on a panel by panel basis from the general reinforcing layout shown on the structural drawings. Costs for modification of reinforcing layouts should be included in your Base Bid. I 2. Schedule: I The Contractor shall complete this Contract within Two Hundred and Thirty Seven calendar days (237) from and after the date of the Notice to Proceed. 3. Schedule: Erection of Precast Panels is scheduled for May of 1978 with com- pletion by August 1978. 4. Patching Fireproofing: The Precast Contractor shall be responsible to remove fireproofing if required and to patch fireproofing which has been removed for the connection of his Work. He shall be responsible to inform and coordinate with Turner the removal of any f reproof ng that may e requ re . 5. Temporary Power: The Contractor shall provide his own temporary power as required. 003198 D-1 4 - t `x`51 bm?. INFORMATION TO BIDDERS Part 1 Safety Meetings_ Regular meetings shall be conducted for supervisors, foremen and employees to stimulate and maintain interest in the safety plan and provide a direct .path for feedback to management of possible hazards and/or suggestions for improving safety practices. We are requesting that two (2) copies of the minutes of these meetings be submitted to Turner Construction Company. Forms will be provided by Turner Construction Company. A. All new employees shall be made aware of the basic rules of conduct expected of them, to insure their safety and that of their fellow workers. B. Tailgate or Tool Box Meetings will be held weekly by each craft to discuss problems or conditions peculiar to their trade. The meetings will be conducted by-the supervisor or foreman in charge and will emphasize the workman's participation. Your Job superintendent shall attend these meetings to lend his support to the safety program and to coordinate the solution of problems. C. A superintendent and foreman's meetings will be held at least every two weeks. This meeting shall be attended by representa- tives of all Contractors and will be conducted by Turner, for the purpose of reviewing the safety record, acting on suggestions made by Job personnel and for analyzing future•scheduied work to determine safety precautions that are necessary for accident control and elimination of potential hazards. Accident Reporting Procedure Maintaining control of the safety program requires prompt and accurate reporting of all accidents and injuries. It will be your responsibility to submit one copy of all Accident/ Injury Reports to Turner Construction Company for permanent record. These Accident/Injury Reports must be submitted on one of the follow- ing forms: 1. Cal OSHA Form 5020 (Rev. 3) and your Foreman's Report of Injury. 2. Standard report form which you submit to your insurance carrier. 3. One (1) copy of your Annual Report, Cal OSHA Form 102, covering all work performed on the County•of Contra Costa Detention Facility Project. C-3 INFORMATION .TO BIDDERS Part 1 S. Safety: Introduction: Construction by its nature presents numerous hazards to participants and spectators alike. As is too often the case in a construction project, expediency and false economy take precedence over good safety practices with resulting injury or death. ' The following suggestions and directions are presented to emphasize the concern of the County of Contra Costa and their construction managers, Turner Construction Company, for accident prevention and safety in the course of this construction so that our joint experience will be both pleasant and rewarding. Purpose The primary purpose of this plan is to demonstrate a method to provide a safe working environment for workers and to reduce public liability. All safety regirements directed by the Department of Industrial Safety administering Cal OSHA are a mandatoryppart of this program and all Job personnel are expected to be knowledgeable is these rules and to comply with all Cal OSHA directives, Turner Construction Company Safety Requirements and all other applicable safety codes. Policy Statement You, as Contractors, and your Subcontractors will have direct responsibility for the safety of your men and the operations under your control. When there is a choice of safety versus time or safety versus economics, "Safety First" is to be the rule. This program will be effective and successful with your full commitment and cooperation in carrying out the basic procedures that follow and in transmitting concern and enthusiasm for a safe operation down through all your supervisors, foremen and employees. Since safety consciousness is not unique to this project we are requesting that two copies be promptly submitted to Turner Construction Company upon award of a contract to the successful Bidder C-2 90395 h,KT 4 INFORMATION.TO BIDDERS Part I The information and instructions included herein constitute a part of the Contract Documents and are given for the purposes of assisting Bidders in properly preparing their bids or proposals. Each Bidder shall prepare his bid or proposal in strict compliance with all of the require- ments of the Contract Documents and with the following instructions: 1. Proposal shall be made on the forms provided in this bound copy of the Contract Documents. Proposal must be enclosed in a sealed envelope, addressed to the County of Contra Costa, and shall state "BID - PRECAST CONCRETE - CONTRA COSTA j COUNTY DETENTION FACILITY". i 2. If information is required regarding the Bid Package, Drawings and/or Specifications, the Bidder shall' not contact the County of Contra Costa or the Architect. All questions and requests for information shall be directed to Turner Construction Company, Telephone 4 GT 229-3610, Attention: Craig, Braccia. 3. Prevailing Wage Rate: i Bidders are hereby notified that pursuant to Section 1773 of the 1 Labor Code of the State of California, or local law applicable thereto, the Director of Department 'of Industrial Relations has ascertained the general prevailing rate of per diem wages and rates for legal holidays and overtime in the locality in which this work is to be performed for each type of workman or mechanic required to execute the contract which will be awarded to the successful bidder. The prevailing rate of per diem wages is on file with the Clerk of the Board of Supervisors, and is incorporated herein by reference thereto, the same as if set forth in full herein. For any classification not included in the list, the mimimum rate shall be the general prevailing rate for the County. The said Board reserves the right to reject any and all bids or any portion of any bid and/or waive any irregularity in any bid received, t 4. A pre-bid conference will be held at the Detention Facility Project Office, 1236 Escobar Street, Martinez, California at 11:00 AM, November 8s 1977, 00139,3 I PROJECT DESCRIPTION CONTRA COSTA DETENTION FACILITY PRECAST CONCRETE This Contract is for furnishing all labor, materials, equipment, transportation and services necessary to fabricate, erect, and complete all precast concrete. The Detention Facility Project is located in downtown Martinez, California and is bounded by Willow Street, Pine Street, Ward Street, and Mellus Street. 003191 B-L NOTICE TO CONTRACTORS (Continued) to the successful bidder. The prevailing rate of per diem wages is on file with the Clerk of the Board of Supervisors, and is incorporated herein by reference thereto, the same as if set forth in fu11 herein. For any classification not included in the list, the minimum rate shall be the general prevailing rate for the County. The said Board reserves the right to reject any and all bids or any portion of any bid and/or waive any irregularity in any bid received. BY ORDER OF THE BOARD OF SUPERVISORS OF CONTRA COSTA COUNTY J. R. OLSSON COUNTY CLERK AND EX-OFFICIO CLERK OF THE BOARD OF SUPERVISORS CONTRA COSTA COUNTY, CALIFORNIA By' (Deputy) DATED: PUBLICATION DATES: Qtl.`#93 A-3 Ni - •,.. 1 1 NOTICE TO CONTRACTORS (Continued) Each'bid shall be made on a proposal form to be obtained at the Turner Construction Protect 8ffice located in a construction trailer at j the corner of Pine and Mellus Streets, (1035 Pine Street) Martinez, California. Bids are required for the entire work described herein, and neither partial bids nor contingent bids will be considered. A PROPOSAL GUARANTY 'IN THE AMOUNT OF TEN (10) PERCENT OF AMOUNT BID . shall accompany the Proposal. The Proposal Guaranty may be in the form of a cashier's check, certified check or bidder's bond, made payable to the order of "The County of Contra Costa". The above mentioned security shall be given as a guarantee that the bidder will enter into a contract -if awarded the work, and will be forfeited by the bidder and retained by the County if the successful bidder refuses, neglects or fails to enter into said contract or to furnish the necessary bonds after being required to do so by the Board of Supervisors of the County of Contra Costa. Bid proposals shall be sealed and shall be submitted to the Public Works Department, 6th Floor, County Administration Building, 651 Pine Street, Martinez, California 94553, on or before the 23rd Day of November 1977 at 2:00 PM and will be opened in public and at the time due in the Chambers of the Board of Supervisors, Room 107,.Administration Building, Martinez, ' California, and there read and recorded. Any Bid Proposals received after that time specified in this notice will be returned unopened. The successful bidder will be required to furnish a labor and Materials Bond in an amount equal to fifty percent of the Contract price and a Faithful Performance Bond ,in an .amount equal to one hundred percent of the contract price; said bonds to be, secured from'a Surety Company authorized_to do'business in the State'of California. Bidders are hereby notified that pursuant to Section 1773 of the Labor- Code of the State of California, or local law applicable thereto, the Director of Department of Industrial Relations has ascertained the general' prevailing rate of per diem wages and rates for legal holidays and overtime in the locality in which this work is to be performed for each type of workman or mechanic required to execute the contract'which will be awarded 00300Q „-+, NOTICE TO CONTRACTORS CONTRA COSTA COUNTY PUBLIC WORKS DEPARTMENT MARTINEZ, CALIFORNIA CONTRA COSTA DETENTION FACILITY PROJECT DETENTION FACILITY PRECAST CONCRETE PROJECT NO. 5269-926-(50) Notice is hereby given by order of the Board of Supervisors of Contra Costa County, that the County Public Works Department will receive bids until 2:00 PM on November 23, 1977 for the furnishing of all labor, materials, equipment, transportation and services for: Detention Facility Precast Concrete which includes: All architectural precast concrete units required for construction of the Project. Work includes all anchorage devices, supports, inserts and fastenings required for installation of precast concrete units. The Project is located in the County Civic Center, Martinez, California. The Construction Manager's initial estimated construction cost is $750,000. The work shall be done in accordance with the OFFICIAL PLANS AND SPECIFICATIONS prepared in reference thereto. A pre-bid conference will be held for all prospective bidders at 1236 Escobar Street, Martinez, California, at 11:00 AM on November 8, 1977. Any questions in regards to this Contract should be directed to Criag Braccia, Turner Construction Company, Telephone (415) 229-3610. Only bids submitted by Contractors licensed .by the State of California will be considered. Each proposal is to be in accordance with the Plans and Specifications on file at the Office of the Clerk of the Board of Supervisors, Room 103, County Administration Building, 651 Pine Street, Martinez, California. The Plans and Specifications may be examined at the Office of the Clerk of the Board of Supervisors. Plans and Specifications and proposal forms may be obtained by prospective bidders at the Turner Construction Project Office, at the corner of Pine and Mellus Streets, (1035 Pine Street) Martinez, California 94553, upon request. A-1 00:191 TABLE OF CONTENTS Section Item Pages A Notice to Contractors A-1 - A-3 B Project Description 8-1 C Information to Bidders Part I C-1 - C-3 0 Information to Bidders Part II D-1 - 0-2 E Instructions to Bidders E-1 - E-4 F General Conditions F-1 - F-25 G Articles of Agreement G-1 - G-4 H Affirmative Action Plan, County of Contra Costa H-] - H-9 I Federal Requirements I-1 - I-4 J Proposal J-1 - J-5 SPECIFICATIONS: Division 1: General Requirements 01010 - Special .Conditions 1 - 8 Division 2: Technical Specifications 03100 - Concrete Formwork ] - 10 03200 - Concrete Reinforcement 1 - 11 03300 - Cast-In-Place Concrete 1 - 34 03411 - Precast Concrete 1 - 15 Division 3: Precast Panel Schedule Sheet 45.01 Sheets 45;03 - 45.44 Sheets 45.75 - 45.81 Sheets 45.90 - 45.91 CONSTRUCTION SPECIFICATIONS FOR CONTRA COSTA COUNTY DETENTION FACILITY DETENTION FACILITY PRECAST CONCRETE PROJECT NO. 5269-926-(50) FI LED OV ZS 1977 e. R.OLSM DATED: October 25, 1977 CLERK BOARD OF SUPERVISORS C RA COSTA CO. PREPARED FOR: CONTRA COSTA COUNTY PUBLIC WORKS DEPARTMENT Sixth Floor Administration Building Martinez, California By: KAPLAN/McLAUGHLIN ARCHITECTS 901 Battery Street San Francisco, California ,Microfilmed with board orU'. 001389 1 NOTICE TO CONTRACTORS (Continued) to the successful bidder. The prevailing rate of per diem wages is on file with the Clerk of the Board of Supervisors, and is incorporated herein by reference thereto, the same as if set forth in fu11 herein. For any classification not included in the list, the minimum rate shall be the general prevailing rate for the County. The said Board reserves the right to reject any and all bids or any portion of any bid and/or waive any irregularity in any bid received. BY ORDER OF THE BOARD OF SUPERVISORS OF CONTRA COSTA COUNTY J. R. OLSSON COUNTY CLERK. AND EX-OFFICIO CLERK OF THE BOARD OF SUPERVISORS CONTRA COSTA COUNTY, CALIFORNIA By' //1/ 7D�•-v (Deputy) DATED: OCT 2 5 1911 PUBLICATION DATES: (MISS A-3 NOTICE TO COV RACTORS (Continued) Each bid shall be made on a proposal form to be obtained at the Turner Construction Project Office located in a construction trailer at the corner of Pine and Mellus Streets, (1035 Pine Street) Martinez, California. Bids are required for the entire work described herein, and neither partial bids nor cont.'ngent bids will be considered. A PROPOSAL GUARANTY IN THE AMOUNT OF TEN (10) PERCENT OF AMOUNT BIO . shall accompany the Proposal. The Proposal Guaranty may be in the form of a cashier's check, certified check or bidder's bond, made payable to the order of "The County of Contra Costal. The above mentioned security shall be given as a guarantee that the bidder will enter into a contract if awarded the work, and will be forfeited by the bidder and retained by the County if the successful bidder refuses, neglects or fails to enter into said contract or to furnish the necessary bonds after being required to do so by the Board of Supervisors of the County of Contra Costa. Bid proposals shall be sealed and shall be submitted to the Public Works Department, 6th Floor, County Administration Building, 651 Pine Street, Nartinez, California 94553, on or 'before the 23rd Day, of November 1977 at 2:00 PM and will be opened in public and at the time due in the Chambers of the Board of Supervisors, Room 107,_Administration Building, Martinez, ' , California, and there read and recorded.. Any Bid Proposals received after that time specified in this notice will be returned unopened. The successful bidder will be required to furnish a Labor and Materials Bond in an amount equal to fifty percent of the Contract price and a Faithful Performance Bond .in an amount equal to one hundred percent of the contract price, said bonds to be secured from a Surety Company authorized to do'business in the State'of California. Bidders are hereby notified that pursuant to Section 1773 of the Labor. Code of the State of California, or local law applicable thereto, the Director of Department of Industrial Relations has ascertained the general prevailing rate of per diem wages and rates for legal holidays and overtime in the locality in which this work is to be performed for each type of workman or mechanic required to execute the contract which will. be awarded 00W 2 a3 ` NOTICE TO CONTRACTORS CONTRA COSTA COUNTY PUBLIC WORKS DEPARTMENT MARTINEZ, CALIFORNIA CONTRA COSTA DETENTION FACILITY PROJECT DETENTION FACILITY PRECAST CONCRETE PROJECT NO. 5269-926-(50) Notice is hereby given by order of the Board of Supervisors of Contra Costa County, that the County Public Works Department will receive bids until 2:00 PM on November 23, 1977 for the furnishing of all labor, materials, equipment, transportation and services for: Detention Facility Precast Concrete which includes: All architectural precast concrete units required for construction of the Project. Work includes all anchorage devices, supports, inserts and fastenings required for installation of precast concrete units. The Prajecc is located in the County Civic Center, Martinez, California. The Construciton Manager's initial, estimated constrt#ction cost is $750,000. The work shall be done in accordance with the OFFICIAL PLANS AND SPECIFICATIONS prepared in reference thereto. A pre-bid conference will be held for all prospective bidders at 1236 Escobar Street, Martinez, California, at 11:00 AM on November B, 1977, Any questions in regards to this Contract should be directed to Criag Braccia, Turner Construction Company, Telephone (415) 229-3610. Only bids submitted by,Contractors licensed by the State of California will be considered. Each proposal is to be in accordance with the Plans and Specifications on file at the Office of the Clerk of the Board of Supervisors, Room 103, County Administration Building, 651 Pine Street, Martinez; California. The Plans and Specifications may be examined at the Office of the Clerk of the Board of Supervisors. Plans and Specifications and proposal forms may be obtained by prospective bidders at the Turner Construction Project Office, at the corner of Pine and Meilus Streets, (1035 Pine' Street) Martinez, California 94553, upon request. A-1 Microfilmed with bo*)a&} . rt4.-s;_2.s IN THE BOARD OF SUPERVISORS OF CONTRA COSTA COUNTY, STATE OF CALIFORNIA In the flatter of Approving Plans ) and Specifications for Detention Facility Precast Concrete RESOLUTION N0. 77/879 Contra Costa County Detention Facility Project, Martinez, CA Re: Project No. 5269-926-( 50) WHEREAS Plans and Specifications for the Detention Facility Precast Concrete, Contra Costa Detention Facility Project, Martinez, CA, Project Ho., 5269-926-(50) have been filed with the Board this day by the Public Works Director; and WHEREAS the Board CONCURS in the recommendation of the Public Works Director that the work is necessary for the construction of the Detention Facility; and WHEREAS the general prevailing rates of wages, which shall be the minimum rates paid on this project, have been approved by this Board; and WHEREAS the Planning Commission reviewed the Environmental Impact Report pertaining to this project on April 26, 1977, and found it to be adequate and found the project to be in compliance with the General Plan; and WHEP,E.4S the Enviror rental Impact Report was approved by the Board on May 3, 1977: IT IS BY THE BOARD RESOLVED that said Plans and Specifications are hereby APPROVED. Bids for this work will be received on November 23 1977 at :00 p.m. and the Clerk of this Board is directed to Publish Notice to Contractors in the manner and for the time required by law, inviting bids for said work, said Notice to be Published in the MARTINEZ NEWS GAZETTE PASSED AND ADOPTED by the Board on October 25, 1977 Originator: Public Works Department Detention Facility Project cc: County Administrator County Auditor-Controller Public Works Director County Counsel RESOLUTION NO. 77/879 FIRE ALARM SYSTEM i Section 17300-•-Page 8 B. Valve supervisory switches shall be provided and mounted under Section 15400. Wiring from switch contact shall be provided as specified. 2.12 CONDUIT AND WIRING All conduit and wiring for the Fire Alarm System shall be provided under Section 16000--ELECTRICAL. Wiring and conduit shall be installed as shown on the electrical drawings. Provide any additional wiring and conduit required but not indicated on the electrical drawings and make final connections for all equipment PART 3 - EXECUTION 3.01 Install as per manufacturer's instructions subject to architectural and structural limitations. 3.02 Where fire telephones and stations are installed in an area accessible to prisoners, the devices shall be made vandalproof. 3.03 All equipment and items shall be installed in a manner to withstand a seismic force of 0.5 "g" in any direction , without damage to equipment or item. Calculations shall be submitted on building control station panel. Contra Costa County Detention Facility 00381 I FIRE ALARM SYSTEM Section 17300--Page 7 2.9 DUCT IONIZATION DETECTORS A. The detector shall detect products of combustion in ducts of air handling system. The detectors shall be suitable for operation on 120V or shall be compatible with the low-voltage power as supplied from the central panel. B. Provide air sampling tubes of necessary lengths as approved by UL. C. Manufacturers: Honeywell Model TC-100A (duct- mounted) , or equal. 2.10 TEMPERATURE DETECTORS A. Fixed temperature detector shall respond to temperature exceeding 135°F. Detector shall utilize a separate mounting base wiring into the system with screw terminals. Detector shall plug into the mounting base for easy replacement without tools. Manufacturers shall be Honeywell Model T4010, or equal. B. Rate-of-rise detectors shall respond to temperatures exceeding 135°F, and/or a temperature rise of 150F per minute. Detector shall utilize a separate mounting base wired into the system with screw terminals. Detector shall plug into the mounting base for easy replacement without tools. Contacts shall be single-pole N.O. rated for 3 amperes at 120V A.C. Manufacturers shall be Honeywell Model T4057A or equal. 2.11 WATER FLOW SWITCHES A. Waterflow switches for the•automatic and preaction sprinkler system shall be- Potter Electric with. 2 sets of signaling contacts, 1 set of 'contacts for tamper switch 6fid-'adjustable time delay. Set time delay at 20 seconds minimum; 40 seconds maximum. Wiring from the switch contact shall be provided as specified. Refer to-Section 15400 FIRE PROTECTION. Contra Costa County Detention Facility ((��(( il[383 FIRE ALARM SYSTEM Section 17300--Page 6 C. Horn shall include an integral transformer for a 70.7 volt RMS amplifier output. Transformer shall have a vari-tap screwdriver adjustable switch to select speaker output. Sound level to be 105 dS (4' on axis, rated power) and frequency 475-14k HZ. 2.7 MANUAL PULL STATIONS Manual stations shall be of rugged, die-cast construction designed for semi-flush mounting. Stations shall be of the break-glass design, and must be opened to be reset. Closing the box after opening it shall automatically parform the reset function. It shall be possible for testing purposes, to initiate an alarm without breaking the glass. All stations shall be furnished with a spare glass rod. Alarm contacts shall be gold-plated contacts to assure alarm transmission. Manufacturers: Honeywell Model S499A, or equal. 2.8 AREA IONIZATION DETECTORS A. Ionization detectors shall be low voltage, dual chamber, ionization type as hereinafter specified. H. Each detector shall be calibrated and adjusted for sensitivity at manufacturer's factory to known standards. Each detector shall be self-compensating for the effects of air velocity, temperature, humidity, and atmospheric pressure. It shall not be necessary to field-adjust the sensitivity to compensate for the above effects. For special applications, or changes in occupancy, a field sensitivity adjustment shall be provided. C. Each detector shall have provisions to deter unauthorized tampering or removal. D. Each detector shall contain an integral, visual identification of alarm visible for a minimum of 180 degrees. E. Manufacturers: Honeywell Model TC-100A, or equal. Contra Costa County Detention Facility 009182 FIRE ALARM SYSTEM Section 17300--Page 5 2.4 DATA GATHERING PANELS (DGP) The Data Gathering Panels shall be as specified elsewhere in these specifications (Section 17000) , except the DGP used for the audio communication system shall include the necessary electronic boards to supervise the wiring to the audio speakers. If trouble exists on the wiring, this condition shall be transmitted to the operator's terminal and FCS. A trouble condition on the speakers at one DGP shall not interfere with the operation of any other speakers in the building. 2.5 EMERGENCY TELEPHONE SYSTEM A. Jacks shall be provided as indicated on the drawings. Emergency Telephone Jack shall consist of a 3-circuit phone jack mounted on a stainless steel switch plate. Switch plate shall be suitable for mounting on a single-gang electrical box. B. Portable telephone handsets shall be provided under this section. It shall consist of a red telephone handset with a coiled cordon a 3-circuit plug. A quantity of six (6) telephone handsets shall be provided. C. A separate, two-way, private communication module of the FCS allows two-way communication to the Emergency Telephone Jacks located throughout the building. 2.6 FIRE SIGNAL SPEAKERS A. A minimum 8-inch speaker shall be provided. Speaker shall be mounted in ceiling in a protective enclosure and grille. Speaker shall include a mounted multi-tapped, 5-watt transformer for operation with a 70.7 volt RMS amplifier output. Frequency shall be 400 to 4000 HZ, and shall sound level shall be 85 dB at 10 feet. Furnished under Sect. 16800. B. UL-listed, double re-entrant horns shall be provided for mechanical rooms. Horns shall be suitable for surface mounting as indicated on drawings. Contra Costa County n Detention Facility 00381 FIRE ALARM SYSTEM Section 17300--Page 4 2. The annunciator shall be housed under the locked smoke plexiglass transparent cover and be an integral part of the FCS. Each annunciator to total 40 points. 2.3 AUDIO CONTROL CABINET A. A free-standing Audio Control Cabinet shall be provided and consist of three sections--a telephone section, a public address section, and a supervision and control section. 1. Telephone Section—Provides the power supply and circuitry for the Emergency Telephone Syatem. Supervises the wiring to Emergency Telephone System and jackets. 2. Public Address Section—Provides audio power amplifiers, preamplifiers, the necessary audio switching, and tone generators for the alarm evacuation system. Either slow whoop or temporal pattern generators may be used for the fire signal. 3. The public address sytem, under normal operating mode, will constantly supervise the wiring of the Supervisory Tone Trunk and the Fire Signal Trunk which go to the data .gathering panels. A 20 HZ tone shall be imposed on these lines. Failure of the tone generator, or any associated wiring, will be detected and input to the data gathering panel detection loop, reported at Central Control and recorded on the printer. 4. The entire building shall be able to be paged by use of the All-Call switch, and it shall be possible to use the telephone communication , equipment. 5. Supervisory and Control Section--This shall consist of- 4 panel. which monitors the common alarm path and provides an automatic initiation of the fire alarm signal. This panel also supervises various pieces of equipment in the audio/control rack and the FCS. Contra Costa County Detention Facility 0001 t r a rA-,.... _ .., s.,.- ,,,. _..., .�,r�a ..r .-_�>_$,:it._�..- -_ - a...� ` .- s �,_��.�:. '. s;�.,�,f s-c��. t. t_•_.`.x. „�.`wr _ _ _,-„ FIRE ALARM SYSTEM Section 17300--Page 3 B. Microphone with push-to-talk button, capable of paging each zone individually or communicating with several or all zones silultaneously (all-call) . For the public address section, following shall be provided: 1. All-Call Button; • 2. Equipment Trouble Light; 3. Lamp Test Button; 4. AC Power Light; S. Silence Button; and 6. P.A. Microphone. 2.2 ANNUNCIATOR A. When fire signal is sent to fire zone, it can be 1 sounded in other zones by addressing the associated E zone from the annunciator. The occurrence of the alarm condition will be automatically displayed on the annunciator terminal in the FCS. The display shall flash and the audible will sound until the alarm is acknowledged. B. Upon occurrence of an alarm condition at any system point, or in any program, the annunciator shall automatically sound an audible and display the point address, its condition (alarm) , and its type (fire, sprinkler, supervisory, etc.) . Alarm displays shall flash on and off. A silence switch shall be furnished to silence the audible. , Subsequent alarms shall similarly annunciate them- selves and the audible shall resound. C. The command annunciator shall have descriptive mode buttons for issuing commands such as "on", "off", "secure", "access", "open", "close", etc. 1. Directory to provide operating instructions, system point identification and locations as they relate to the display on the annunciator shall be provided. (totalling 40 points) . Contra Costa County Detention Facility l!/Rlt/9 FIRE ALARM SYSTEM Section 17300--Page 2 software application packages. Any reprogramming of this nature must be accomplished in the field through the operator's keyboard. E. From the Fire Command Station (FCS) , the fire alarm evacuation signal may be manually overridden by the operator and voice announcements can be made to the fire zone, selected zones, or all zones via the annunciator's terminal and the communication module. F. The audio communication system shall be integrated into the Fire Management System and shall consist of • the followings 1. Fire Command Station (FCS) = 2. Annunciator; 3. Audio Control Cabinet; 4. Data Gathering Panels; S. Emergency Telephone Jacks; and 6. Fire Signal Speakers. PART II PRODUCTS 2.1 FIRE COMMAND STATION (FCS) The Fire Command Station shall be complete with the followings A. Red handset for communication with remote emergency telephone stations. For the telephone section, the following shall be provided: 1. Cali-in Light; 2. Trouble Light; 3. Acknowledge Switch; and 4. Sonalert. Contra Costa County Detention Facility y, (H): 18 FIRE ALARM SYSTEM Section 17300--Page 1 PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. The general provisions of this Contract, including General and Supplementary Conditions, Division, General Requirements, General Requirements for Electrical, Mechanical, and Plumbing Work, applicable sections of Divisions 15000, 16000 & 17000; apply.to work specified in'this Section. B. Work under this Section consists of furnishing all labor, tools, and services necessary for and pertinent to the execution and completion of all FIRE ALARM SYSTEMS as indicated on drawings and specified herein. 1.2 DESCRIPTION OF WORK " A. Provide and install a complete Fire Management System, integrated with Building Automation and Alarm System. (see Section 17100 and 17200 for related equipment) . System must comply with all national, state, and local building codes. B. Equipment as hereinafter specified must be installed complete and include any adjustments and electrical coordinations with related equipment. _ q C. The alarm shall be annunciated at Central Control and the Fire Command Station. In addition, at Central Control, a printout of alarm and supervisory conditions shall be provided. The Fire Management System shall be designed to allow manual override of any fan or damper from the Fire Command Station or Central Control. D. If the actual building conditions indicate that smoke containment, or removal, can be better effected by automatically placing fans and dampers in other modes than specified, the Central Control and Monitoring System (CCMS) shall include all software to allow changing fan and damper response without the require- ment for rewiring, or the addition of any memory or Contra Costa County Detention Facility �U077 CENTRAL CONTROL AND MONITORING SYSTEM Section 17200--Page 6 E. A status summary log shall be provided to automatically summarize addresses and status of remote monitored and controlled equipment. F. An alarm summary log shall be provided to summarize all system off-normal points complete with point data and analog values. G. All-point log shall be provided to list all connected and calculated points and analog values. 2.5 INTERCOM A. UL listed intercom unit shall be provided for mechanical system intercommunication between operator's station and remote areas specified. Volume in, volume out, and pus`:-to-talk control switches shall be provided. Provide remote intercom stations at all mechanical DGP locations. B. System shall be designed for selective call out and for remotely initiated .call in. Intercommuncation shall in no way interfere with data handling. 2.6 DATA GATHERING PANELS (DGP) DGPs shall be installed where shown on drawings. Each panel shall be 37" x 24" x 9", constructed of 14-gauge steel and shall include the following features: 1. Full front hinged door. 2. Field trunk wiring to terminal strips. 3. Internal electronic wiring from field terminal strips to poke home quick disconnect terminals for connections to printed circuit cards. 4. All door locks keyed alike. 5. Terminals with quick disconnects to isolate panel from transmission trunk;,means to plug-in data center simulator for diagnostic checkout of all sensor inputs, outputs and panel electronics; and means so that function cards can be connected or for future changes from disturbing existing systems. 6. Electrical fusing shall.•be provided for each individual panel input power. Separate fusing to be provided for all control voltages. . Contra Costa County Detention Facility 0113 Wo CENTRAL CONTROL AND MONITORING SYSTEM Section 17200--Page 5 manual re-start procedures. Provide battery backup for CPU to provide continuous power supply until such time that the emergency generator is started and normal electrical power is re-established. 2.3 MNEMONIC OPERATOR'S TERMINALS . Provide two mnemonic operator's terminals for use with the CPU. Install one unit in Engineer's Office with the CPU equipment and one unit wall-mounted in the Central Control. Each operator's terminal shall be provided with a display field, address keyboard, command keyboard, programming keyboard, accgss level key switches, and intercom system. It shall be a compact low profile desk-top unit fully enclosed and of all solid-state construction. 2.4 MNEMONIC PRINTER A. Provide two mnemonic printers for use with the CPU. Install one unit in the Engineer's Office with the CPU equipment and one unit in the Central , Control. Printer for use in the Central Control shall be used to print alarm conditions only. B. Mnemonic printer shall be a high reliability digital output device, UL approved, for fire alarm applications. Printer shall be serially connected and operate at a minimum speed of 30 characters per second. C. Printer shall be provided with either a fan-fold paper catch tray or automatic roll take-up reel as applicable. A power on-off switch and manual paper advance switch shall be provided. D. Printer shall have a function key pad for software controlled logging capabilities, with each function log having a descriptive labeled single demand key. Each log shall be preceded by a printout line indicating the time of day and the log type. Contra Costa County Deten o } .acility fell � CENTRAL CONTROL AND MONITORING SYSTEM Section 17200--Page 4 2.2 CENTRAL PROCESSOR UNIT (CPU) A. The CPU shall utilize a digital process computer. Data shall be processed and transmitted using a vinary word format at speeds compatible with the processor capability. B. A digital grade magnetic tape cassette unit shall be furnished as an integral part of system, and used to load the executive program and specified user programs. The cassette interface system shall be capable of recording the point data file and other keyboard input parameters. This cassette system shall then be capable of reprogramming of complete system, using contractor-furnished executive program and field-recorded tape, with no manual keyboard entries required. In addition to the cassette unit and executive program tape, two blank digital grade tapes for record/playback are to be supplied. C. The CPU shall provide an hourly test printout log proving that all remote systems and peripherals are functioning properly. At this hourly printout, any systems not functioning properly shall be summarized and noted on log as non-responsible. D. Alarm monitoring points going into alarm shall automatically annunciate themselves audibly and visually on assigned operators' terminals, assigned printers, and assigned alarm annunciator modules. Alarm points returning to normal shall annunciate the reset visually on assigned printers and alarm annunciator modules. Acknowledgement and supervision of critical alarms shall be as herein- inafter specified under DGPs. E. All analog sensor scaling, necessary linearizing, and square root extraction shall be done within the CPU. Systems using exterior remotely located hardware to perform these functions will not be acceptable, unless fully re-programmable through the central keyboard. F. The CCMS shall be tolerant of power failure. On power restoration, the system, shall automatically come on- line without operator intervention, or execution of Contra Costa County . Detention Facility 00,7, 743 CENTRAL CONTROL AND MONITORING SYSTEM Section 17200--Page 3 C. Level 1 and 2 Operator's/Programmer's Manual with complete description of all keyboard programming functions, including sample written programs. Provide 12 sets of unused programming forms as shown in manual, and as used on this job. 1.6 WIRING AND CONDUIT All conduit and wiring as shown on electrical drawings for connection between DGPs and CCMS equipment will be provided under Division 16000-ELECTRICAL. Final connections to the DGPs and the CCMS equipment shall be provided under this Section. In addition, provide all additional wiring and conduit between control equipment and the DGPs or as otherwise required to provide complete and operative systems. All wiring, conduit and installation methods not covered herein shall be in accordance with applicable portions of Division 16000-ELECTRICAL. PART 2 - MATERIALS 2.1 CENTRAL CONTROL AND MONITORING SYSTEM EQUIPMENT A. Provide CCMS equipment as hereinafter specified to control and monitor the Temperature Control and • Fire Alarm Systems specified under Sections 17100 and 17300, respectively. H. All materials 'and equipment used shall be standard components, regularly manufactured for this and/or other systems, and not custom designed especially for this project. All systems and components shall have been thoroughly tested and proven in actual use. C. The system shall be modular, permitting expansion by adding hardware and software without changes in communication or .processing equipment. Contra Costa County Detention.Facility .3".e.'� >a'..,"t,'x.:a�`. `-��y��' � a�`t��'�,g�•`hi CENTRAL CONTROL AND MONITORING SYSTEM Section 17200--Page 2 1.4 OPERATING INSTRUCTIONS Conduct operator training on system provided at acceptance time. Training shall be performed for two- operator levels and shall include the following with a minimum of 40 hours dedicated instructor times A. Four persons on basic data display and interpretation, addresses, and alarm and status descriptors. The operators shall be trained to interpret all alarm displays and printouts, to request all data displays, and to use the intercom system. (LEVEL 1) S. Two persons (included in LEVEL 1 classy on intermediate command and program change operations. This level of operators shall be trained to install all other programs, and program changes specified herein to be keyboard programmable. This training shall include complete understanding of all applicable packages, the custom written data file and user programs, and the ability to write and change new and existing specified programs. Trainer shall review and use documentation specified. (LEVEL 2) 1.5 DOCUMENTATION Provide complete system documentation at acceptance time, as specified herein. Documentation shall be provided in four sets, unless specified otherwise elsewhere in this specification. Documentation shall include the following: A. As-built interconnection wiring diagrams, or wire lists, of the complete field installed system with complete, properly identified, operating number of each system component and device. H. operator's Manual with keyboard pictures and step-by- step procedures. This manual shall be indexed, and shall have a separate tabbed section for each operator function. Contra Costa County Detention Facility (}tl3 Y2 g . i CENTRAL CONTROL AND MONITORING SYSTEM Section 17200--Page 1 PART 1 - GENERAL 1.1 RELATED DOCUMENTS The general provisions of this Contract, including General and Supplementary Conditions, Division 1, General Requirements, General 'Requirements for Electrical, Mechanical, and Plumbing Work, applicable sections of Divisions 15000, 16000, and 17000, apply to work specified in this Section. 1.2 DESCRIPTION OF WORK Provide a CENTRAL CONTROL AND MONITORING SYSTEM (CCMS) for the control and monitoring of the Temperature Control Systems and the Fire Alarm Systems in accordance with drawings and as hereinafter specified. 1.3 SUBMITTALS Submittal data shall be forwarded within 60 days of award of contract. Four copies of all data will be required, unless specified otherwise elsewhere in these specifications. initial submittal contents shall include the following: A. Trunk cable schematic showing Data Gathering Panels (DGP) locations, and all trunk data and intercom conductors, B. List of connected data points, including DGPs to which they are connected, and input device (sensors, etc.) . C. CCMS central system configuration complete with all peripheral 'devices, batteries, power supplies, diagrams, modems, etc:, with interconnection diagrams. D. Technical specification data sheets of each system component and device. E. Descriptive data and sequence of operation of all operating, user, and application software including complete'Operator's Manual and Programmer's Manual tailored to job. Contra Costa County Detention Facility IMS x'11 ,x "� '. h=2. :-?.y b A •yr � 4,y � "_' -,jt S pti'N` 4 4c }4 ,� �y ri.M.-...�,.1 .s<.x�l' � -�„_:.. ..... ?z:.--,r''< <»�:`{T'48���3�T”��:..eh?=s�xi-;.Y2FL" .T?.r`:r ht.' i��:fb.fi'. �, z.-x d:�•tG..'3i'..Pt�'�r4�'" , v���.. .,u... s.',r�h? TEMPERATURE CONTROLS Section 17100--Page 13 4. First stage domestic hot water control to consist of LP914 sensor in supply water operating through RP908A controller to modulate VP516, 3-way valve which is taking city water or water from storage tank and shall modulate such that only 1400 goes to domestic hot water heater. 5. Domestic hot water heater shall on its discharge side have LP914 sensor operating through RP908A controller to modulate VP514 straight-through valve on boiler water supply water to domestic hot water heater to make up any additional heat needed from solar storage tank to provide 1400 supply water. T675 high-limit controller in domestic hot water going to system shall, on a temperature above 1600, alarm back at main panel and close valve to boiler water side as well as running the 3-way valve to city water. 6. Provide temperature indication and recording for temperature sensors in solar collector supply and return water, in solar storage tank, and the domestic hot water tank and in the common domestic hot water supply through the system. Each of these sensors shall have high and low alarm settings assigned it as determined by Engineer. 7. Provide differential pressure switches for all solar pumps to alarm back at central control and monitoring panel if there is no water flow and the pump is supposed to be running. PART 3 - ALTERNATES Submit a separate price to omit the installation of all temperature controls for the Solar System as specified in 2.2 G. and as shown on drawing M-15. Contra Costa County Detention Facility nu0�7o c`�e.`,9. .. ..�'ri w. .tr x x..♦ 4, xy. L.. .. _-. _-. i .._a ...�- .. TEMPERATURE CONTROLS Section 17100--Page 12 5. PP903 differential pressure control across the supply and return lines shall modulate VP514 straight-through valve to bypass water on excessive rise in differential pressure. Size the bypass valve to pass 50 gallons per minute with a 15 psi maximum pressure drop. G. Solar System Controlst 1. Solar water temperature control shall consist of differential temperature controller which will measure temperature of water at collector plates with a second sensing bulb in large storage tank and when differential exceeds 100 pump P-9 or P-10 shall be energized. Once these pumps are energized, through the differential temperature controller, a time relay adjustable from 5 minutes until 30 minutes shall keep the pump in circulating mode even though temperatures between solar plates and storage tank changes. A second differential controller with one sensing bulb in water supply going through the collector plates and a second sensor in water leaving collector plates shall maintain the solar pump in circulation anytime the differential temperature is 2° or greater. This differential controller shall also lock in the time delay relay to keep it in operation from 5 to 30 minutes as desired by Engineer. 2. Solar storage tank shall have a temperature sensing bulb in it which shall upon rise in excessive temperature above the setting as described by Engineer, open a relief solenoid valve to run the water to drain with city water coming in to make up the space and cool the storage tank water. 3. Solar collector plate shall also have high- limit sensor so that regardless of storage water temperature, it shall, if this limit is exceeded, start pumps to circulate this -high temperature solar water with storage tank high limit and relief valve taking care of tank high temperature. . Contra Costa County Detention Facility fli)116 .. .. -... „_ ,.-. . . ..,srT`,�?., ,..c:�;c,�;•+� '.i�;xr '. ,.ir;�.i,�c.._ a_...�i'?:?�. '...`";k'z^..$.a°r�,t.,?..zz%•__�t e'�;...�F'•. TEMPERATURE CONTROLS Section 17100--Page 11 5. Provide temperature sensing indication with high and low alarms on main condenser water supply and return, the condenser water leaving each of the two condensers, main chilled water supply and return, and chilled water leaving each of the two chillers. Provide necessary EP relays and interlocking relays as needed to accomplish the above sequence. F. Boiler Water Control: 1. Each boiler shall be energized from main central panel on a program basis or manually as called for by Engineer. Once boilers are energized, they shall operate under their own operating and safety control. Primary hot water pumps P-5 and P-6 shall be interlocked to run one with each boiler and an alternator switch shall be provided to shift the pumps to opposite boiler for equal wear. Secondary hot water pumps P-7 and P-8 shall be energized from central control and monitoring panel on a program or manual basis. 2. Not water reset for secondary loop shall consist of LP914 sensor in this leaving hot water operating conjunction with LP914 sensor in outdoor air through RP908D dual input receiver/controller to module VP516, 3-way valve. Provide a hot water supply temperature in relation to outdoor temperature. 3. Provide temperature indication and recording for temperature sensors in water leaving each of the two boilers, in the common primary hot water boiler and supply.and.return in secondary hot water supply and return to system. Each of these sensors shall have High and low. alarm settings assigned it as determined by Engineer. 4. Provide differential pressure switches for all hot water pumps to alarm back at central control and monitoring panel if. there is no water flow and the pump is supposed to be running. Contra Costa County Detention Facility ci li ty ! 0%5 • r TEMPERATURE CONTROLS Section 17100--Paye 10 differential pressure switches for the condenser water and for the chilled water, the chiller shall operate under its own capacity control and safety controls. The second chiller shall be brought on the line at 70°F outside air temperature and shall start chilled water pump P-2, condenser water pump P-4, and signal to the chiller panel #2. At the same time, butterfly valves on the condenser water supply and the chilled water supply shall open with differential pressure switches at both condenser water and chill water supplies. Once flow has been established, the chiller shall operate under its own control sequence. Provide a lead-lag switch to change which chiller and pumps are to be operated first in the chiller control sequence from outside air temperature. 2. Cooling tower control shall consist of LP914 sensor in common leaving condenser water operating through RP908A controller to modulate MP904 damper motor as needed on cooling tower dampers which are furnished as part of the unit and then through P643 PE switches cycle the cooling tower motors as needed for complete automatic sequence of operation. Provide the number of motors needed as well as the exact number of PE switches for various motors. 3. PP903 differential pressure controller across the supply and return lines to cooling coil #3 shall modulate VP514 straight-through valve to bypass water on excessive rise in differential pressure. Size the bypass valve to pass 150 gallons per minute with a 15 psi maximum pressure drop. 4. Differential pressure switches across each of the pumps shall alarm back at main central panel as well as provide a safety interlock anytime the pump is supposed to be energized and there is no water flow. , There shall be an alarm common signal by each chiller panel which shall alarm back at central control and monitoring panel upon any malfunction. Contra Costa County Detention Facility TEMPERATURE CONTROLS Section 17100--Page 9 5. Provide temperature indication and high-low alarm for supply air. 6. Provide RP417 EP relay to open outside air dampers upon fan start-up and a differential pressure switch to alarm on no air flow. 7. Provide an EP relay, exhaust air dampers, and damper motor for each of fan systems EF-3, EF-4, and EF-5. These dampers shall be'opened on fan startup and be closed on fan shutdown. B. Provide a differential pressure switch to alarm no air flow condition on each of fan systems EF-3, EF-4, and EF-5. 9. Fan systems EF-3, EF-4, and EF-5 shall be electrically interlocked to operate whenever fan system SF-4 is operating. D. EF-6s 1. Provide an RP417 EP relay, exhaust air dampers, and a damper motor to open dampers on fan startup and to close dampers on fan shutdown. 2. Fan system EF-6 shall be interlocked with the laundry drier fans to operate only when drier fans are shut off. E. Chiller and Cooling Tower Controls; 1. Chillers shall be started up initially from outside temperature to start first chiller system at 62°F O.A. temperature. The sequence shall consist of starting chill water pump P-1, condenser water pump P-3, a signal to chiller tl panel and put the cooling tower fan motors under control of sensor controller for condenser water. Energizing these controls' shall also open the butterfly valves on that chiller's condenser supply and the evaporator's chilled water supply. After flow has been established by means of Contra Costa County Detention Facility . 00,16 a �. ;_ice,.�s `*v �"4t'Fxx�.,ati. :.,QY... •;; ��I�.�'v. ,_-, . �u. : _ a + .. TEMPERATURE CONTROLS Section 17100--Page 8 11. A second TC100 smoke detector with sampling tubes across width of duct in return air shall run exhaust air damper open, the outside air damper open, and close the return air damper and alarm back at main central panel in case there is smoke in return air. Provide interlocking relays as needed to perform this function. A freeze thermostat shall de-energize supply fan and alarm at main panel. There shall be temperature sensing with high and low alarm settings in return air, mixed air, and supply air with functions similar to SF-1A, SF-1B, and RF-1. Zone control shall be similar to SP-IA, SF-1B, and RF-1. C. SF-4, EF-3, EF-4 and EF-Ss 1. Kitchen make-up air system SF-4 shall be energized from central control and monitoring system on a program basis or manual from operator's terminal. 2. Control of heating coils and cooling coils shall consist of LP915 sensor in supply air operating in conjunction with LP914 sensor in outdoor air through RP908B dual input receiver/controller whose control phone is being reset to modulate in sequence VP516, 3-way valves with positive position relays on heating coil and cooling coil to maintain the desired supply air temperature. Positive position relays on these valves shall be field adjusted for unison or sequence control and shall be overlapped as needed without any additional modification except changing of the settings. 3.' Provide freeze thermostat located as shown. Freeze thermostat shall de-energize the supply fan and alarm at main control panel on a drop to 38°F. 4. Provide a TC100 ionization smoke detector in supply air with sensing tubes across the width of supply duct. TC100 shall alarm back at central control and monitoring panel and shall also de-energize supply fan upon presence of smoke or other combustible materials. Contra Costa County Detention Facility 00365 • ` ',.. .,. ,. , ,_ ;;s .. .`-- �.`. .. -^a.+ +.uhr�:t"a t. ,__�� .,xi�,"� ..s..,,,ti..a x..ti.a"��a,Ai�s�Mz`�3?�,Y. fid Faiii�3# TEMPERATURE CONTROLS Section 17100--Page 7 S. An LP914 sensor in return air operating through a RP908A shall keep the OA damper closed until the return air is,68°F and it then shall allow dampers to operate. 6. Inlet vane control for supply and return fans shall consist of static pressure sensing head assemblies located in supply duct downstream as shown on drawings operating through PR904B static pressure controller which in turn, will feed the signal to modulate the supply fan inlet vane damper motors as needed to maintain the minimum static pressure as called for by sensing heads. 7. Air flow stations in supply fan duct and in return fan duct shall individually send their total pressure and static pressure signals to nearest DGP where they will be converted to velocity signals. 8. These velocity signals shall be linearized and the two outputs shall be fed into a controller which shall position the return for inlet vanes in direct relation to the CFM of the supply fan to maintain a constant differential at all times. 9. In addition, off of the static pressure sensing of the air flow station in main duct, a P.P,904B static pressure controller shall operate as a high-limit to run the supply fan inlet dampers back to a reduced position if the static pressure in the main supply duct exceeds the safety settings as determined by Engineer, which could happen in case of a fire damper, etc., closing upstream of static pressure heads. 10. A.TC100 ionization smoke detector in supply air with sensing tubes across the width of supply duct shall alarm back at main central control and monitoring panel and shall also de-energize supply fans upon presence of smoke or other combustible materials and run OA and RA damper closed, open exhaust damper and keep return fan energized. Contra Costa County Detention Facility- 00361 TEMPERATURE CONTROLS ~ Section 17100--Page 6 17. The RP908A and 2-1/2" dial temperature indicator shall be mounted near access door of one of the controlled boxes. 18. Certain zone thermostats shall reset control point of supply fan discharge controller so that cold air shall be supplied to match zone calling for the most cooling. See drawings for zone thermostats that do this resetting. B. System SF-3 and RF-3s 1. Starting the supply and return fan shall be accomplished through the central control and monitoring panel either manual selected or on a program control. 2. Provide differential pressure switches across both supply and return fans which shall alarm back at central control and monitoring panel if there is no air flow and fans are supposed to be on. Conversely, there shall be a signal back if fans are started and panel is not calling for it to be on. 3. Control of fresh air, return air, and exhaust air dampers for economy cycle shall consist of an LP915 sensor in supply air operating through a RP908B dual-input receiver/controller and RP913 selector relay which is being reset from zone thermostats to modulate MP904 damper motors on fresh air, return air, and exhaust air dampers as needed, and in sequence a VP516 3-way valve on cooling coil to maintain a discharge supply temperature as called for or as reset from the zones. There will be an LP914 sensor in outdoor air operating through RP908B controller to run the modulating outside air damper closed, the return air damper open and the exhaust air damper closed as the outside temperature goes above 78°F. 4. SP970 minimum position switch shall, when supply fan is energized through an EP relay, open the minimum position damper to the position as selected by Engineer through MP904 damper motor. A second EP relay connected to load side of fan shall close the modulating dampers whenever the supply fan is de-energized. Contra Costa County Detention Facility 00363 TEMPERATURE CONTROLS Section 17100--Page 5 i I 11. When any supply fan is de-energized, RP417 E.P. relays shall close the 2-position, high-velocity and high-static-pressure dampers to isolate that fan from the energized fan. ` 12. In all cases, the E.P. relay shall also re- , position the variable pitch fan vanes to the , minimum CFM position whenever that fan is de-energized. 13. Ionization duct type smoke detectors in the exhaust air of EF-1 and in the return air of RF-1 shall alarm back at central control and monitoring panel upon the presence of products of combustion, and shall force the system to go to 100%, exhaust and 1006 outside air upon the presence of products of combustion. 14. Two ionization detectors in supply ducts, after the filters shall stop the supply fan, close the outside air dampers, and return air dampers and open exhaust dampers and keep return fan energized and alarm back at the automation panel upon the presence of products of combustion. 15. There shall be temperature sensors with high and low alarm settings (settings to be selected by Engineer) in the following points, as shown on drawingst Return air of RF-1, mixed air, and supply air of each supply fan. All locations to be approved by Engineer before installation. There shall be an audible alarm for each alarm and each alarm shall print out at time of alarm and print out on restoration. All temperatures may be printed out upon demand. 16. Zone control shall consist of pneumatic sensor (range 50-100°F) in common zone return air operating through RP908A controller to modulate MP909 damper motors on variable volume boxes and VP531 straight through valves on reheat coils to maintain desired zone temperature. Reheat valve- shall go 1006 closed before variable volume motor leaves minimum position. Contra Costa County Detention Facility 000162 TEMPERATURE CONTROLS Section 17100--Page 4 5. Inlet vane control for supply and return fans shall consist of a static pressure sensing heads assembly located in the 3 supply ducts downstream as shown on drawings operating through RP904B static pressure controllers which shall first modulate special high pressure dampers on the discharge side of three air flow stations to maintain desired static pressure in their respective supply duct. 6. Signals,of these three P.P904B controllers shall, through low pressure selector relays, allow one calling for the highest static pressure to modulate the inlet vane dampers on the supply fans to maintain this static pressure. 7. Air flow stations in the supply ducts shall send their independent total pressure and static pressure signals to the nearest DGP. B. At the DGP and through the central control and monitoring panel, these signals shall be con- verted to velocity pressure signals. The signals shall be linearized by square root extraction and through the microprocessor automation panels. The CFM's shall be sumed up once a minute and when the sum drops to the capacity of one fan, the second fan will be de-energized. Means shall be provided to keep the fan de-energized for an adjustable length of time to prevent hunting. Provide a lead-lag switch to provide a means to change which of the two supply fans will be cycled. 9. Air flow station in return air shall also *send its total pressure and static pressure signals to the DGP where they shall be changed to velocity signals, linearized and this signal as well as the average velocity signal from the 3 air flow stations in supply duct shall, through proper controller, control inlet vane motor on the return -fan in direct proportion to changes in supply fan CFM. 10. Means shall be provided in central control and monitoring panel so that fans being sequenced by CFM from the automation panel will not result in false alarm. Contra Costa County Detention Facility 00. 1 x TEMPERATURE CONTROLS Section 17100--Page 3 2.2 TEMPERATURE CONTROL FUNCTIONS The following sequence of operation for the temperature controls and the automation controls shall be rigidly adhered to, and it shall be the control manufacturer's responsibility to do the control and automation inter- lock wiring as needed to perform the function hereinafter outlined. A. System SF-lA, -1B, RP-1 and -1 (SF-2, -2A, RF-2 and -2 Similar) : 1. Starting SF-lA, SF-IB, RF-1, and EF-1 shall be accomplished through automation panel either manual selected or on a program control. One supply fan to be sequenced from velocity as described under automation. 2. Provide differential pressure switches across all of these fans which shall alarm back at central control and monitoring panel if there is no air flow and the fans are supposed to . be on. Conversely, there shall be a signal back if fans are started and panel is not calling for it to be on. 3. Control of fresh air, return air, and exhaust air dampers for economy cycle shall consist of an LP915 sensor in supply air operating through a RP9088 dual-input receiver/controller which is being reset through RP913A selector relay from the zone thermostats to module MP904 damper motors on fresh air, return air, and exhaust air dampers as needed, and in sequence a VP514, 2-way valve on cooling coil, to maintain a discharge supply temperature as called from zone calling for most cooling. There will be an LP914 sensor in outdoor air operating through an RP908A controller to run modulating outside air damper closed, the return air damper open and exhaust air damper closed as the outside temperature goes above 780.' 4. A second RP417 E.P. relay shall two-position open the D640 minimum outside -air damper through an SP973 minimum-positioner and an MP904 damper motor anytime either fan system is operating. . Contra-Costa County Detention Facility (HNiso 01111 _J- TEMPERATURE CONTROLS Section 17100--Page 2 1.4 SUBMITTALS Secure complete wiring diagrams of various pieces of equipment, such as fan units, compressors, chillers, pumps, boilers, etc. , and incorporate into overall submittal drawings. Submittal drawings shall consist of actual fan system or mechanical system layouts on not less than 24 x 18 inch paper and these shall be in complete detail. Provide complete interlock wiring diagrams for all various pieces of equipment and include a complete written sequence of operation for each system. At completion of job, these control drawings shall be photostated in reduced size and mounted in plastic envelopes• together with sequence of operation and shall be posted in various places as called for by Engineer. B-1/2 x 11 inch detail sheets are not acceptable. 1.5 EQUIPMENT SPECIFICATIONS In general, Honeywell control equipment numbers have been used to establish the type and quality of equipment to be provided. Equivalent equipment as manufactured by Johnson Controls or Robertshaw will be acceptable for use on this project. PART 2 - MATERIALS 2.1 CONTROL AIR SYSTEM A. Provide two (2) 3-horsepower, WP-231, .air compressors each mounted on a 60-gallon ASTM tank and complete with a 1/3-horsepower refrigerated drier, belt- guard and vibration isolators. Provide a micron filter station and 20-pound and 80-pound PRV assemblies as needed together with all necessary related devices for a complete control air system. B. Provide hard-drawn copper control tubing for all control lines that are in exposed areas, concealed in inaccessible ceiling areas or concealed in solid or filled partitions and walls. All control air lines inside control panels or installed in concealed but accessible locations may be special fire- retardant tubing. Contra Costa County Detentions Facility • (Nl��i9 r TEMPERATURE CONTROLS Section 17100--Page 1 PART 1 - GENERAL 1.1 RELATED DOCUMENTS The general provisions of this Contract, including General and Supplementary Conditions, Division 1, General Requirements, General Requirements for Electrical, Mechanical, and Plumbing Work, applicable sections of Divisions 15000, 16000, and 17000, apply to work specified in this Section. 1.2 DESCRIPTION OF WORK Furnish and install a pneumatic or electric/pneumatic system of temperature control and a complete digital automated program monitoring control as hereinafter specified and as shown on drawings. 1.3 WIRING A. Wiring and conduit as shown on electrical drawings between the Data Gathering Panels (DGP) and the motor control centers and starters and between the DGP's and and central control and monitoring system are provided under Division 16000, ELECTRICAL. Provide all -other wiring and conduit required for complete installation of equipment furnibhed under this Section. B. All wiring provided under this Section shall be installed in EMT. Installation methods and wiring shall be in accordance with applicable portions of Division 16000-ELECTRICAL. C. Devices that are specified as coming pre-wired from the factory shall have their external interlocks performed under this Section. Contra Costa County Detention Facility QC f7t:5 BUILDING AUTOMATION AND FIRE. ALAR14 SYSTEMS Section 17000--Page 3 1.7 14ANUFACTURERS Systems shall be as manufactured by Honeywell, Johnson Controls or Robertshaw. Honeywell control equipment numbers have been used to establish the type and quality of equipment to be provided. Equivalent equipment of the other specified control manufacturers will be acceptable for use on this project. :Contra Costa County Detention .Facility 00311tI? AP.. x,.. _z_.,a ._.,. _z . .M<rRe'�-.z:r ..• 4 .: -,n° '.s; asr^: ..',.,a'..:tme3.' ak;'yc�_.,x.4.3 ^+t,4, '�°�.tia`€,y.. BUILDING AUTOMATIO14 AND FIRE.ALAR14 SYSTEMS Section 17000--Page 2 1.4 WIRING All conduit and wiring as shown on the electrical drawings, for the fire alarm system and for the connection between the motor control centers, Data Gathering Panels and the Central Control Center equipment will be provided under Division 16000--ELECTRICAL. Final connections to the Fire Alarm Equipment, Data Gathering Panels and the Central Control Center Equipment shall be provided under this Section. In addition, provide all additional wiring and conduit between control equipment and the Data Gathering Panels or as otherwise required to provide complete and operative systems. All wiring, conduit and installation methods not covered herein shall be in accordance with applicable portions of Division 16000-- ELECTRICAL. 1.5 COORDINATION Refer to all drawings and specifications of all other Divisions for- systems, connections, electrical character- istics pressures and coordination required for completion of systems and functions. Electrical characteristics and pressure ratings of systems and devices in this. Division shall be compatible with systems and devices of other Divisions. Provide additional relays wiring and methods, transformers, pressure sensors or transducers and other devices required to complete compatability of systems. Certain systems for this Division are indicated on the various contract drawings. 1.6 CALIBRATION, TESTING AND INSTRUCTIONS All systems installed under this Section shall include calibrations, adjustments, testing and check out and coordination with related equipment and systems. Instruct Owner's operating personnel on operation and understanding of all systems, provide detailed written description ex- plaining functionoand sequence of operation of each system as hereinafter specified. Contra Costa County Detention Facility BUILDING AUTOMATION AND FIRE ALARM SYSTEMS Section 17000--Pagel PART 1 - GEtiERAL 1.1. RELATED DOCUMENTS The general provisions of the Contract, including General and Supplementary Conditions and Division 1, General Requrements, apply to the work specified in this Section. 1.2 LEGAL REQUIREMENTS AND STANDARDS A. General: Comply with applicable sections of state and local codes, laws, ordinances, rules and reg- ulations of authorities having jurisdiction. B. Codes and Standards: Conform to applicable sections of codes and standards, including: 1. Underwriters' Laboratories, Inc. (UL) . 2. Occupational Safety and Health Administration (OSHA) . 3. State and local fire marshal requirements. 4. National Electric Code (NEC) . C. Minimum Requirements: 1. Comply with requirements of authorities as minimum acceptable work. 2. Drawings and specifications take precedence when they call for materials or construction or better quality or larger size than required by codes, laws, rules and regulations. D. Permits: Obtained and paid for by Owner. 1.3 DESCRIPITON OF WORK Provide totally integrated Building Automation, Temp- erature Controls and Fire Alarm Systems complete with all required material and labor to provide complete and operative systems as shown and hereinafter specified. All equipment used in the Fire Alarm portion of the system shall be approved and listed by the California State Fire Marshal. Contra Costa County �� etention Facility UNDERGROUND PIPING PHASE I Section 15500--Page 6 F. No part of any work shall be r_ovnred until after it is inspection, tested and approved. C. Drainage, Waste, Vent: and Storm Systems: The water test shall be applied to the sysh m either in Un entirety or in sections. The piping ,,ti,,.t 1 be tightly plugged and submitted to a 10-foot head .)f water located At the highest point. Provide a separate standpipe above the Ughent point being r, 'H ted or r_xt and the nyuLein to obtain the required t0-foot herd of water. Water shall be kept for at least 30 minutes before the inspection starts. System shall hold water for four hours. Contra Costa County n(,•� Detention Facility UNDERGROUND PIPING PHASE I Section 15500--Page 5 PART 7 - EXECUTION 7.01 GENERAL PIPING INSTALLATION A. Rough-In Work: Proceed as rapidly As the building construction will permit, completed, tested and approved before being covered. B. Thoroughly clean piping before installation. Cap all pipe openings to exclude dirt. C. Pitchs Run horizontal sanitary and drain piping at a uniform grade of 1/8" per foot unless otherwise noted. D. Provide clamps and/or concrete thrust blocks on all dead ends, angles or at other points where separation may occur from hub and spigot pipe. E. Verify accuracy of work shown on drawings before starting work. Contractor shall be responsible for providing proper installation. PART 8 - TESTING AND ADJUSTING A. All piping to be tested and shall be provided by the Contractor. B. After the inspection has been approved of portions thereof, the Contractor shall cerify in writing the time, date, name and title of the person approving the test. This shall also include the description and what portion' of the system has been approved. The person making the inspection shall sign the certification. C. A complete record shall be maintained of all testing that has been approved, and shall be made available at the job site to all authorities concerned. D. Upon completion of the work, all records and certification approving testing requirements shall be submitted to the Architect before final payment is made. E. Defective work or material shall be replaced or repaired, as necessary, and the inspection and test repeated. Repairs shall be made with new materials. Contra Costa County Detention Facility OOa53 UNDERGROUND PIPING PHASE I Section 15500--Page 4 C. Backfilling: Prior to backfilling, clear trenches of trash and debris. Compact backfill to original density or to same density as adjacent compact fill as applicable. Backfill to an elevation of 1' above pipe with approved materials. Refer to backfill required for grade beams. Cover no work until installation has been approved by the Architect. Provide 36" minimum cover for cast iron and steel pipe outside building. Remove surplus materials as directed. PART 4 - INSTALLATION OF PIPING A. Cut pipe accurately to measurements established at the building; work into place without springing or forcing. B. Make all changes in direction with fittings and changes in main sizes through eccentric fittings. PART 5 - DESCRIPTION OF WORK A. Provide and install all soil, waste and storm drainage as indicated on drawings as being below grade beams. B. Provide stub-ups for future plumbing connections. LDcations for future connections are indicated on drawings. Stub-ups shall be terminated with a 900 long sweeps. Invert of 900 ell to be 1/2" above top of future grade beam. Stub-up -to be sealed and clearly marked for future connections. C. Drawings are diagrammatic, piping to be installed at 450 from walls and grade beams, except as may be approved by the administrative authority upon a finding that a greater angle is safe. D. Soil, waste and storm drainage piping under this contract to terminate 3'-0" from exterior wall grade beams. PART 6 - MATERIAL A. Piping—Soil Waste and Storm Drainage; Service weight cast iron bell and spigot with Ty=Seal joints. ' Contra Costa County Detention Facility 001352 UNDERGROUND PIPING PHASE I Section 15500--Page 3 1.5 GUARANTEE A. General: Guarantee all materials and labor required under this specification for a period of one year from date of acceptance against defective workmanship and material, and improper installation. Upon notification of failure, correct complaint without cost to the Owner. 1.6 BRIEF FORM OF SPECIFICATIONS A. Specifications are written in an abbreviated or streamlined form and includes descriptive phrases and incomplete sentences. B. Omissions of words or phrases such as "The Contractor shall", "In conformity therewith", "shall be", "As noted on the drawings", "according to the drawings", "In accordance with the specifications", "an", "the", and "all", etc. , have been done intentionally. C. This method has been employed for the purpose of clarity, and it is hereby declared that all implied words and phrases which would be necessary to make the language grammatically complete are included herein by intent with the same force as though written in each sentence. PART 2 - PRODUCTS Conform to type and quality of equipment and materials as described in this part of specifications where applicable. PART 3 - EXCAVATION AND BACKFILLING A. Safety Requirements: Do all shoring and pumping necessary to protect excaVation and safety of workmen. Comply with all safety requirements'of all applicable authorities. Protect excavations with barricades as required by applicable safety regulations. B. Excavation: Perform trenching, shoring, and backfilling as required for proper laying of pipes. Cut bottom of trenches to grade of pipe. Excavate bell holes. Provide tearing for entire length of lower third of pipe. Excavate rock to one foot below bottom of pipe and backfill with sand and pea gravel, well tamped. Trenches at least twelve (12") wider than greatest diameter of pipe. Contra Costa County Detention Facility 0051 UNDERGROUND PIPING PHASE I Section 15500--Page 2 2. One or more other manufacturer's names listed in these specifications and following the words "or equal by" acceptable for quality only and may be selected at Contractor's option and responsibility. The phrase "or equal by" followdd by manufacturer's name means this manufacturer's product must match those selected for design, and implies that his standard catalogued product could require certain modifications to meet specified requirements in order that it will be acceptable, the responsiblity for proving that specified requirements have been met remain with the manufacturer and Contractor. C. Substitutions: For substitution of manufacturer's names not listed in these specifications, refer to applicable section in Special Conditions. D. Liability of Substitutions: Performance of substitutions must be equal or superior to the item used for basis for design, and must meet all requirements of above "or equal by" clause. Should the substituted item fail to perform in accordance with specifications, replace same with originally specified item without extra compensation. 1.4 RECORD DRAWINGS A. Record of Job Progress: Keep an accurate dimensional record of the as-built locations and of all work. Keep record up-to-date bn blueline prints as the job progresses and available for inspection at all times. B. As-Built Drawings: Refer to Sepcial Conditions. C. Include on As-Built Drawings the following: 1. Position of all buried or concealed mains accurately dimensioned, both horizontally and vertically. 2. Changes in location of piping. 3. Exact invert elevations of piping. 4. Stub-ups to be plainly marked and identified. Contra Costa County Detention Facility 00,350 I I^ UNDERGROUND PIPING PHASE I PART 1 - GENERAL Section 15500--Page 1 1.1 RELATED DOCUMENTS The general provisions of the Contract, including General and Supplementary Conditions, Division 1, General Requirements and apply to the work specified in this Section. 1.2 LEGAL REQUIREMENTS AND STANDARDS A. Generals Comply with applicable sections of state and local codes, laws, ordinances, rules and regulations of authorities having jurisdiction. B. Codes and Standards: Conform to applicable sections of codes add standards, including: 1. Underwriters' Laboratories, Inc. (UL) 2. Occupational Safety and Health Administration (OSHA) 3. State and local fire marshal requirements. 4. National Electric Code (NEC) C. Minimum Requirements: 1. Comply with requirements of authorities as minimum acceptable work. 2. The drawings and specifications take precedence when they call for materials or construction of better quality or larger size than required by codes, laws, rules and regulations. D. Permits: Obtained and paid for by Owner. 1.3 SUBSTITUTION OF MATERIALS A. Equals: See Special Conditions for definition. B. Basis for Design: 1. The manufacturer's name and product listed on the drawings or listed first in these specifications used as a basis for design to establish space requirements, a standard of quality and performance. Contra Costa County 90349Detention Facility FIRE PROTECTION Section 15400--Page 9 3.2 FIELD QUALITY CONTROL A. General: Test per NFPA 13 and code requirements. Test in presence of Architect, Fire Marshal, Municipal Inspectors, and other inspectors having jurisdiction. B. Underground System: Test and flush system per NFPA 24 and Water Department requirements. Make provisions to handle waste flushing water to prevent property damage. C. Sprinkler System: Per NFPA 13. Minimum test pressure of 50 psig greater than static pressure at elevation of system being tested. Provide NFPA teat certificates with witness of Fire Marshal. D. Alarm Tests: Demonstrate, in cooperation with other applicable trades, proper time delays on flow switches, transmission of alarms, and supervisory signals. i 3.3 TAGS AND CHARTS At completion of work, attach to each valve a UL approved pattern tag. Securely fasten tag to handle or spindle of valve by a brass chain. Furnish 4 schedules of valves so tagged. Furnish 4 diagrammatic charts showing schematically-complete sprinkler system with major control valves and numbers thereof. Schedules and charts shall be mounted in glazed frames. 3.4 CLEANING - SPRINKLER HEADS If sprinkler heads are in place prior to painting, cover each head with a small paper bag of a UL-approved type, which shall be removed only after painting is complete. After painting is complete, remove bags and clean and polish each head. 1 I Contra Costa County 00348 Detention Facility FIRE PROTECTION Section 15400--Page 8 3. Provide protective pans under individual pipes passing open high voltage (480 Volt) electrical bus duct, switchgear equipment or elevator equip- ment. Construct pans of 12-gauge black iron with 6" lip, corners welded to make pans watertight. Each pan shall be cleaned, prime coated with metal primer specified under PAINTING, and shall be supported by pipe hangers. H. Underground Piping: 1. Underground piping per NFPA 24 and ISO. 2. Terminate underground service inside building with flange and spigot piece securely anchored to building wall, C. Sprinkler Head Locations: 1. General: Entire new project to be sprinkler protected per NFPA 13 -- except Court Annex as per drawings. 2. Spaces Without Suspended Ceilings (Where Piping is Exposed) : a. Coordination: Locate heads symmetrically and clear of light fixtures, air outlets, speakers and in proper relation to structure and ducts. b. Head Spacing: Per Chapter 8, NFPA 13 to obtain required density for design areas and hazards listed. 3. Spaces with Suspended Ceilings--Arrangement: Head locations and schematic pipe arrangement as indicated. Contra Costa County nt�' ! j Detention Facility !ll A x a ki FIRE PROTECTION Section 15400--Page 7 2. Finish: Baked white enamel inside, prime coated outside. 3. Identification: Provided under PAINTING. C. Hose Racks: 1. Rack: Type N, red enamel finish. 2. Valves a. System Pressure--100 Psig or Least 158U, 200 paig rated, 1-1/2", polished brass finish, polished brass escutcheon and hose nipple. 3. Hoses 1-1/2" diameter, 100' length, coupled, neoprene extruded inner tube, 1006 synthetic jacket, UL listed. 4. Nozzle: 205B, polished brass. D. Types: 1. Fire Hose Cabinet (Code FHC-1) : 5208 surface- mounted cabinet with hose rack and 4A-40BC rated 10 pound air-charged ABC Extinguisher. 2. Fire Hose Cabinet (Code FHC-2) : 5200 fully- recessed cabinet with hose rack and 4A-40BC- rated 10 pound air-charged ABC Extinguisher. PART 3 - EXECUTION 3.1 INSTALLATION A. Generals 1. Erect risers plumb and true, parallel with walls and other pipes and neatly spaced. 2. Install sprinkler heads in finished areas on true axis line in both directions with maximum devia- tion from axis line of plus or minus 1/211. At completion of installation, if any heads are found to exceed above mentioned tolerance, remove such heads and satisfactorily reinstall. Contra Costa County �t Detention Facility FIRE PROTECTION Section 15400--Page 6 E. Side Wall: Star horizontal side wall with Star- guard ceiling pattern, Model D assembly. F. Spare Sprinklers: Per NFPA 13. G. Sprinkler Guards: Provide on heads per NFPA 13. 2.7 FIRE EXTINGUISHER CABINET A. Manufacturers: Elkhart, General, Sierra, Standard, or approved equal. Selection based on Standard. B. Cabinets: 1. General: Heavy gauge steel body and trim, Style K single panel flush panel steel door, semi-concealed continuous piano hinge, chrome plated door pull. 2. Finish: Baked white enamel inside, prime coated outside. 3. Identification: Provided under PAINTING. C. Type: 1. Cabinet (Code FE-1) : 4208 surface-mounted cabinet with 4A-40BC rated 10 pound air-charged ABC Extinguisher. 2. Cabinet (Code FE-2) : 4200 fully-recessed cabinet with 4A-408C rated 10 pound air-charged ABC Extinguisher. 2.8 FIRE HOSE CABINETS ' A. Manufacturers: Elkhart, General, Sierra, Standard, or approved equal. Selection based on Standard: B. Cabinets: 1. General: Heavy gauge steel body and trim, Style K. single panel flush panel steel door, semi-concealed continuous piano hinge, chrome plated door pull with space for hose rack and portable extinguisher. 00345 ! �] Contra Costa County 1034 5 Detention Facility FIRE PROTECTION Section 15400--Page 5 2.4 PIPE AND EQUIPMENT SUPPORTS A. General: Provide hangers, brackets, supports, sway braces, and related appurtenances to support piping and equipment. Piping and equipment supports per NFPA 13, except as indicated. B. Vertical Supports: 1. Concealed Vertical Risers: Securely support from building construction, at every floor, with pipe clamps. 2. Exposed Vertical Risers: Hang from underside of floor with pipe clamps, 2 rods, and 2 inserts. C. Sway Bracing: Provide sway bracing of piping including risers per NFPA 13 and Appendix and code requirements. 2.5 PUMPER CONNECTION A. Manufacturers: Elkhart, Powhattan, Standard, or approved equal. Selection based on Standard. B. Wall Mounted: 624V, 2-way, 3" inlets, 4" outlet; plate as indicated; exposed surfaces polished chrome plated. 2.6 SPRINKLER HEADS A. Manufacturers: Automatic, Grinnell, Star, Viking, or approved equal. Selection based on Star. . B. Suspended Ceilings: Starguard 1/2" recess pendant Model D type, 165°F rated, polished chrome plated with white enamel escutcheon. C. Suspended Ceilings: Star. Mode1. G completely recessed with 4"white cover plate, 165°F rating. D. Areas Without Suspended Ceilings: Where pipe is exposed. Star 1/211 -pendant or upright, 165°F rating, rough brass. Contra. Costa County 0034 t Detention Facility `I l 3 k.....vF`-4 , t ' FIRE PROTECTION Section 15400--Page 4 2. Chain Operators: Provide per valve manufacturer's published size schedule on valves installed over ?' above floor. Chain operators not required on valves above finished ceiling or drain valves. B. Backflow Preventer: Provide Beeco Model 6C, all bronze, or approved equal, Underwriters' Laboratories listed, with UL listed OS&Y valves. C. Ball Drip Valve: Grinnell Fig. 1685, or approved equal. D. Deluge Valve: Viking as detailed. E. Preaction Station: As detailed. 2.3 PIPE SPECCIALTIES A. Manufacturers: Automatic, Grinnell, Marsh, Simplex, Star, Viking, or approved equal. B. Gauges: 1. Type: Marsh No. 8, 3-1/2" dial, dial range approximately twice the system working pressure, 1/4" bottom connection, shut-off valve. 2. Locations: a. As required .by NFPA 13 and 14. b. Each inspector's test valve. C. Sight Glass: Grinnell 1355. D. Flow Switches: Simplex 4154 or 4156 with 2 sets of signaling contacts, 1 set of contacts for tamper switch, and adjustable time delay. Set time delay at 20 seconds minimums 40 seconds maximum. Contra Costa County 17��: Q3 Detention Facility 17 9 1 FIRE PROTECTION Section 15400--Page 3 PART 2 - EQUIPMENT AND MATERIALS 2.1 PIPE AND FITTINGS A. All Piping Inside Building: Schedule 40 black steel pipe with 175 psi cast iron sprinkler fittings. B. All Piping Underground: Cast iron, Class 150 cement lined pipe and Class 250 cast iron mechanical joint fittings with bolts, gaskets, glands, clamps and rods. C. Where applicable, with the exception of branch piping, joints on straight runs of steel piping may be flanged, threaded, or rubber gasketed, groove type listed by UL. Victaulic Style 75 or Gustin-Bacon. D. install all branch piping with threaded fittings except as otherwise noted. At the base of each.main riser, provide a flanged joint. E. Optional Material: Black steel, buttweld. P. All air piping within this section shall be copper type "L" with silver brazed joints, silver brazing to content 45% minimum silver. At contractor's option, silver brazing rings may be used. 2.2 VALVES A. General Service - Fire: 1. Manufacturers; Crane, Jenkins, Nibco-Scott, Stockham, Walworth, or approved equal. Selection based on Stockham. Valve Type Fig. No. Material Key gate B-632 IBBM Gate, 2-1/2" and larger G-634 IBBM Gate, 2" and smaller B-133 Bronze Check, 2-1/2" and larger G-940 IBBM Check, 2" and smaller B-319 Bronze Angle globe B-222 Bronze Contra Costa County to Detention Facility FIRE PROTECTION Section 15400--Page 2 1.3 QUALITY ASSURANCE A. Qualifications: Installed by licensed fire protection engineering firm. B. Design Criteria: NFPA 13, Light Hazard. C. Calculations: Per Chapter 7, NFPA 13. Calculations for each level shall be from most remote head on the system to the sprinkler station. D. Requirements of.•Regulatory Agencies: Per rules, regulations, and standards of State Fire Marshal, the Contra Costa Consolidated Fire District, and NFPA 13. Provide quantities, sizes, and other requirements indicated which are in excess of regulatory agency requirements. 1.4 SUBMITTALS A. Samples: If specifically requested. B. Shop Drawings: 1. General: Reproducible drawings not required under this section. Submit sufficient prints so Architect may retain three copies. 2. Required Drawings: Prepare reflected ceiling plans for each floor level piping plans and sections; riser plans, sections, details and diagrams;. and site plan. Drawings 1/8" 1'-0" minimum. , 3. Approvals: Contra Costa Consolidated Fire District, Fire Marshall approvals required prior to submittal. C. Calculations: Complete hydraulic calculations certified by registered engineer. Calculations approved by Contra Costa Consolidated.Fire Marshal prior to submittal. Contra Costa .County 0( _qAj Detention Facility a; .�r ,: r fi6 ..'i ..rte•r..fi.���:'4�r. �'�? yr�i'S.._ s ,2;i�a.�„a.:t?�,;�# t_.#''� i s i FIRE PROTECTION Section 15900--Page 1 PART 1 - GENERAL 1.1 RELATED DOCUMENTS The General Provisions of the Contract, including General and Supplementary Conditions, Division 1, General Require- ments for Mechanical Work, Plumbing, and Electrical specifications apply to the work specified in this section. 1.2 DESCRIPTION OF WORK A. Provide and install a hydraulically calculated and approved Automatic Fire Sprinkler System. Fire sprinkler system shall include connection to reduced pressure back flow valve assembly through a detector check and installation installation of a double,check valve assembly and detector check as detailed on drawings. In addition, system shall include sprinkler control stations, shut-off valves, drain, fire department pumper connection, test valves, fire hose cabinets, piping and accessories. B. Provide and install fire hose cabinets and extinguishers as indicated. C. Provide and install a manual preaction system consisting of a monitored air-charged preaction valve and piping with manual override as detailed. D. Provide and install air piping as indicated on drawings. Provide capped tee for laundry equipment as indicated. Air piping shall be connected to air compressor supplied under mechanical specifica- tions and extend to preaction stations as indicated on drawings. E. Under Applicable Electrical Sections: Furnish valve supervisory switches (installed under this section) , provision of alarm wiring, and building alarm systems for water flow switches and valve supervisory switches. Contra Costa County //�� nn�� : Detention Facility (H 1 40 ...... r. . .. t.« ...... ... .._-......�......_ _y._ _ ..., _C.. ..w......+..�.K....^i:......+.+..a.'�«..,w......`E...i.�.«... -.L..a..eu�>'�V.:. ..... ..r `�+.. +e i.i�° PLUMBING Section 15300--Page 19 F. No part of any work shall be covered until after it is inspected, tested, and approved. G. Protection: Isolate all equipment subject to damage from test pressure. Make no test against a service valve or meter. H. Drainage, Waste, Vent, and Storm Systems: Water test shall be applied to system either in its entirety or in sections. Piping shall be tightly plugged and sub- mitted to a 10-foot head of water located at highest point. Provide a separate standpipe above the highest point being tested or extend system to obtain* the required 10-foot head of water. Water shall be kept for at least 30 minutes before inspection starts. System shall hold water for 4 hours. I. Domestic Water Distribution System: Test system with water at a hydrostatic pressure of not less than 125 psi. Provide a pressure gauge located at highest point of system being tested, with a shutoff valve and bleeder valve so arranged to check gauge operation. When piping system operates at a higher pressure than 75 psi, the hydrostatic test pressure shall be 50 psi above the operation pressure. The test shall be applied not less than 1 hour prior to inspection of all joints. Where a portion of the water piping system is to be concealed before completion, this portion shall be tested separately as specified for the entire system. There shall be no drop at end of 2 hours. Contra Costa County Detention Facility V 4 PLUMBING Section 15300--Page 18 4. Test: Orthotolidine test, after 24-hour period, shall indicate minimum chloring residual concen- tration of 50 ppm. If not, repeat disinfection procedure until this standard is attained. 5. Final Flushing: After satisfactory completion of above test, flush out system until orthotolidine tests show maximum chlorine residual of 0.5 ppm. G. Bacteriological Analysis of Water: After final flush- ing, analyze water samples to test negative for coli- aerogene organisms. Analysis to indicate total plate count less than 100' bacteria per cc or equal to control sample. H. Final Approvals If analysis results are not satisfac- tory, repeat disinfection procedure until specified standards are met. 3.06 TESTING AND ADJUSTING A. All equipment required for testing, including fittings for additional openings, shall be provided by Contractor. B. After inspection has been approved of portions thereof, Contractor shall certify in writing the time, date, name, and title of the person approving the test. This shall also include the description and-what por- tion of system has been approved. The person making the inspection shall sign the certificate. C. A complete record shall be maintained of all testing that has been approved, and shall be made available at job site to all authorities concerned. D. Upon completion of work, all records and certification approving testing requirements shall be submitted to Architect before final payment is made. E. Defective work or material shall be replaced or repaired as necessary and the inspection and test repeated. Repairs shall be made with new materials. No caulking of screwed joints or holes will be acceptable. Contra Costa County Detention Facility F: . PLUMBING Section 15300--Page 17 C. Disinfecting Agents Use chlorine gas aqueous carrier, type approved by Architect, for water system disin- fection with approved chlorinator. D. Certification: Submit a certificate stating: 1. System capacity; 2. Disinfectant used; 3. Time and rate applied; and 4. Resultant residuals in parts per million at completion of work. Certificate to be acceptable to the Health Department and meet all requirements. E. Preparation: 1. Service Cocks Provide service cock or valve with- in 3 feet of supply main for introducing disinfect- ing agent into lines. 2. Flushings Leave each fixture or outlet wide open after final pressure tests until flow shows only clear water. 3. Domestic Hot Water Temperature: Reduce to that of cold water system during disinfecting procedure. F. Procedure: 1. Flushings With system full of water and under "main" pressure, open all outlets. 2. Inject disinfectant through service cock at slow, even continuous rate until orthotolidine test at each outlet shows chloring residual concentration of more than 50 parts per million (ppm) . 3. Close all outlets and valves including service valve at main and injection cook. . Maintain for 24 hours. Contra Costa County Detention Facility PLUMBING Section 15300--Page 16 J 3.03 CLEANOUTS A. Size: Cleanouts of same nominal size as pipe they serve, except where they occur in piping 4" and larger, in which case they shall be 4" in size. S. Accessibility: Make all cleanouts accessible. Use graphite on all cleanouts with all threads being thoroughly greased after acceptable pressure test. C. Locations of Cleanouts: 1. Where indicated on drawings. Exact locations shall be as directed by Architect. 2. At all horizontal offsets. 3. At ends of all waste, sewer, or storm drain lines more than 5' in length. 4. At 50-foot maximum intervals in all sanitary horizontal runs within building lines. 5. At base of all stacks and storm drain lines. 6. For cleanouts in finished portions of building, locations subject to Architect's approval before installation. 3.04 FLASHINGS A four-pound, seamless, lead flashing assembly with counterflashing shall be furnished and installed on each pipe passing through roof. Semco Mfg. 11530 galvanized vent caps. 3.05, DISINFECTION OF WATER SYSTEM A. General% Disinfect all hot and cold water systems. B. supervision and Testing: Perform disinfection under Architect's supervision. Give 2-days' notice. Dis- infection shall be subject to written approval upon receipt of satisfactory laboratory test results. Contra Costa.County Detention Facility ki3 PLUMBING Section 15300--Page 15 Verify accuracy of work shown on drawings before starting work. Contractor is responsible for providing proper installation. 1. Dissimilar Metals Provide complete dielectric isolation between all ferrous and non-ferrous materials. J. Provide pipe isolator at all hangers for non-insulated pressure lines, excluding fire protection lines. Type shall be heavy cadmium-plated steel shell, continuous hinge, protecting ribs and treated hair felt isolating pad. Manufacturer shall be Semco, Trisolator, or equal, by Potter-Roemer. K. Brass nipples to use on all copper piping connections. L. Use Teflon Tape on male threads. 3.02 PLUMBING FIXTURES INSTALLATION A. Installations Set fixtures level and in proper alignment with respect to walls and floors. Sets of fixtures shall be equally spaced. Install supplies in proper alignment with fixtures and with each other. Install flush valves in alignment with fixture without vertical or horizontal offsets. B. Caulking: Calk all deck-mounted trim at the time of assembly, including fixture and casework mounted. Caulk all self-rimmintq sinks instalkel in caslw rk. Caulk space around fix urea and wall w t white s 1 cone. C. Trim: Make up trim with care and with proper tools in order that no tool marks show after installation. D. Fixture Backing: Provide backing for wall-hung fixtures other than for those with chair carriers: 1. Stud Walls: Install 1/4" x 6" wide steel, flat- backing plate to the inside web of studs, and secured to at least 3 studs by welding or bolting. 2. Concrete Walls: Securely fasten steel brackets with heavy expansion shields and bolts of proper length. Contra Costa County Detention Facility vi"V 4.44 -Q7 PLUMBING Section 15300--Page 14 C. Floor Sink: As scheduled on drawings. D. Roof Drains and Area Drains: As scheduled on drawings. E. Grease Traps: As scheduled on drawings] selection based on Wade. PART 3 - EXECUTION 3.01 GENERAL PIPING INSTALLATION A. Rough-In Work: Proceed as rapidly as the building contruction will permit—completed, tested, and approved before being enclosed. B. Thoroughly clean piping before installation. Cap all pipe openings to exclude dirt until fixtures are installed and final connections made. C. Joints: Ream pipe ends to remove burrs—each length of pipe carefully inspected—and all obstructions removed prior to fabrication. D. Show no tool marks or threads on exposed plated, polished, or enameled connections from fixtures. Tape finished surfaces to prevent damage during plastering. E. Pitch: Run horizontal sanitary and drain piping at a uniform grade of 1/8" per foot unless otherwise noted. F. Provide clamps and/or concrete thrust blocks on all dead ends, angles or at other points where separation may occur from hub and spigot pipe. G. Make provisions for ma%imam expansion and construction of piping. Provide suing fittings and anchors as required. Use reducing fittings. Bushings not allowed. H. Equipment by Others: For rough-ins and final connec- tions to equipment furnished by others, ascertain exact sizes, services and locations, before starting work. Contra Costa County 1� Detention Facility �ll�f 04 PLUMBING Section 15300--Page 13 2.36 SINK (MARKED P-6d) A. Fixture: American-Standard 6256.333,18-ga. stainless steel. B. Trim: Delta 100. C. ' Drain; American-Standard (2) 4312.021 with vandal-proof grid. 2.37 SHOWER (MARKED P-7) A. Fixture: Florestone 36," x 36" Deluxe 200 with tiling flanges on edges adjacent to wall. Level and grout basin to floor. Drain with vandal-proof grid. B. Trims Acorn Penal-Pak Model 1743 with recessed soap dish, Acorn 1750 Safti-trot pressure balancing valve. 2.38 SHOWER (MARKED P-7a) A. Fixtures Provide and install 2" shower drain for tile floor, 2" FD-la -- see schedule. B. Trim: Same as "P-7". 2.39 SHOWER (MARKED P-7b) A. Fixture: Florestone 36" x 36" Deluxe 200 with tiling flanges on edges adjacent to wall. Level and grout basin to floor. B. Trim: Powers Type' 425, Hydroguard with Bailey 753 pressure equalizer. C. Shower Head: American-Standard 1430.016 institutional vandalproof showerhead. 2.40 FLOOR DRAINS; FLOOR SINKS, ROOF DRAINS, AREA DRAINS, AND GREASE TRAPS A. Manufacturers: J.R. Smith, Wade, Josam, Zurn. Selection based on J.R. Smith. B. Floor brains: As scheduled on drawings. Contra Costa County A09103 Detention Facility n: ._ .. .. _.-,...,. -- x m....:,,,..; ...SS-aka' i .,„-.°;.?.,a. ,, .._.s i �1L=i'.. t`.1 z?" :d?`i,�P:'n'w..ur"•c*§ .4, PLUMBING Section 15300--Page 12 2.31 SERVICE SINK (MARKED P-5b) A. Fixture: American-Standard 7520.059 "Revere" 28" x 26" laundry sink; 7602.022 pedestal. B. Trim: American-Standard •8341.075 with 16" stainless steel grab bar-mounted above sink. C. Drain: American Standard 4362.034. 1.32 SINK (MARKED P-6) Fixture: Supplied under another Division (Kitchen Equipment) . Rough-in and connect as required. 2.33 SINK (MARKED P-6a) A. Fixture: American-Standard 6064.232 "Sunset/Festival". S. Trim: Delta 100. C. Drain: American-Standard 4312.021 with vandal-proof grid. 2.34 SINK (MARKED P-6b) Fixture: American-Standard 9504.010, 7832.017 rim guards (3) -- stainless steel spring type; 8345.118 faucet with fork brace; 7847.015 cast metal loose strainer; 7867.013 nozzle with hook, heat-resistant handle, hose with spray; 7837:024 vacuum breaker with 3/8" piping and escutcheons: 7679.012 self-closing double-pedestal valve; 7544.018 supply Pipe assembly. 2.35 SINK (MARKED P-6d) A. Fixture: American-Standard 6084.339 self-rimming, 3-hole, 18-ga. , stainless steel. B. Trim: Delta 100. C. Drain: American-Standard 4312.012 with vandal-proof grid. D. Trap: J.R. Smith, Figure 8710. r�r� Contra Costa County �r�el�G Detention Facility x #'"(4 _!�, ^x.1-,�,.�,,:'u ;;"4.. .-yr i �s.t-F,`C". ..`?x.;-Wa?•xl v,+�.„,'.i,�A o„ v t::' n. { _>_.. ..t"n ,..5..3: .,_.. _ PLUMBING Section 15300--Page 11 2.25 LAVATORY (MARKED P-3h) A. Fixture: American-Standard 9140.013 "Wheelchair Lavatory". B. Trim: American-StandarO 2238.129 gooseneck faucet (12" centers) aerator - 4" handles, 2340.016 straight tailpieces, 7536.014 extended supply pipes with loose key stops. C. Drain: American-Standard 2411.015 lavatory drain, 4" tailpiece (1-1/4" diameter) integral perforated. 2.26 DRINKING FOUNTAIN (MARKED P-4) Fixtures Acorn Model 11671-2. 2.27 DRINKING FOUNTAIN (MARKED P-4a) .Fixture: Elkay Model #EDF-10C, stainless steel with handles on both sides, vandal-proof, non-removable bottom cover plate. 2.28 DRINKING FOUNTAIN (MARKED P-4b) Fixture: Halsey-Taylor, stainless steel, Model 6800-WC. 2.29 SERVICE SINK (MARKED P-5) A. Fixture: American-Standard 7695.018 with 8379.026 rim guard. B. Trim: American-Standard 8341.075 with vacuum breaker, stops in shanks. C. Trap: American-Standard 7798. 176. D. Strainer: American-Standard 4312.021, brass body, 3-1/2" outlet, vandalproof grid. 2.30 SERVICE SINK (MARKED P-5a) A. Fixture: Florestone Terrazzo mop receptor 24" x 24!' x 6" Model 101-06, tiling flange on edges adjacent to wall. Level and grout basin to. floor, 3" drain. B. Trim: American-Standard 8344.11 with vacuum breaker. Contra Costa County N'rn�1 Detention Facility \A hal PLUMBING Section 15300--Page 10 2.7.4 ;RY (MARKED P-30 T ixture: Belvedere Model 9000, with recessed faucet: ^ck with Whiz Spray, 3-1/2" drain with fine screen rziner, No. 622 Flo-Temp double-seat offset fixl:uro. E :air Interceptor: J. R. Smith 8750, chrome-plated ant: iron f,i.ntsh. 2.21 L .,j&%i (MARKED P-3d) I 'ixture+: May LH-1716, 17" x 1611, 18-gauge type 302 tainless steal, self-rimming bowl; two-hole aucet punching. .)out: Delta 710, gooseneck spout, iss aerator. ;:c: Elkay LK-399. Elkay LK-174. 2.22 t CRY (MARKED P-3e) P ixture: American-Standard 0385.039 "Viking". B frim: "Heritage". C rain: American Standard #2411.015 perforated drain. i_!3 :jltl (MARKED P-3f) 'ixture: American-Standard 0373.050 "Pendent". y rim: Delta #500 with elbow handles. rain! Aiperican-Standard 2411.015, .lavatory drain, tailpiece (1-1/4" diameter) integral perforated rid. 2.24 I ORY (MARKED P-3g) ixture: American-Standard 0451.021 "Corner Minette". rim: Delta $500 with 4" centers. rain: American-Standard 2417..015, lavatory drain, tailpiece (1-1/4" diameter) integral perforated Contra Costa County Detention Facility 011330 • PLUMBING Section 15300--Page 9 2.15 COMBINATION WATER CLOSET AND LAVATORY (MARKED P-lb) Same as "P-la" except bowl is offset to right or left-- see drawing for type. 2.16 WATER CLOSET (MARKED P-lc) Same as "P-l" except mounting height to meet State Handicap requirements. 2.17 URINAL (MARKED P-2) A. Fixture: American-Standard 6400.014 "Stallbrook". B. Flush Valves . Sloan-Royal 186F. C. Strainers American-Standard 3230.018 - 2" Universal- Beehive grid. 2.18 LAVATORY (MARKED P-3) A. Fixture: American-Standard 351.072 "Lucerne", 20 x 18, concealed arms. B. Trim: Delta 500 with 4" centers. C. Drain: American-Standard 2411.015, lavatory drain, 4" tailpiece (1-1/4" diameter) integral perforated grid. 2.19 LAVATORY (MARKED P-3a) A. Fixture: American-Standard 0470.021 "Ovalyn" . 19" x 16". B. Trim: Same as "P-311. . C. Drain: Same as 11P-311. D. Rim: Stainless steel Hudee or American Standard No. 267331.100 frame 19-1{41 . Contra Costa County 00329Detention.Facility r PLUMBING Section 15300--Page 8 H. Fixture Colors White. I. Trim Finish: Polished chrome-plated. 2.13 WATER CLOSET (MARKED P-1) A. Bowls American-Standard 2512.010 "Instanto". B. Flush Valves Sloan-Royal 110F. C. Seat: White, Sperzel, f iraproof solid plastic, open front. D. Gaskets Felt or asbestos. Wax is not acceptable. 2.14 COMBINATION WATER CLOSET AND LAVATORY (MARKED P-la) Fixtures Acorn Model 01572 with: • Acorn 01760-2G H & C Panel-trol Lavatory Valve. • Acorn 11770-1 Fast Lavatory Drain and 01771 Elbow Waste, with 1-1/411 NPT Outlet and Ball-Type Air Vent. I Acorn 11788 Ball-Type Auto-Release Towel Holder, installed on side adjacent to lavatory. • Acorn 11792 surface mounted tissue holder. I Acorn 12822 Series Flush Valve with Pushbutton mounted on backsplash. • Acorn 12720 High Polish Sanitary Finish on integral toilet seat. I Acorn 11773 Lavatory "P" Trap Cleanout and Waste Assembly. I Acorn 11780 Series Adjustable Waste Assemblyi less clean-out. Contra Costa' County WOWS Detention Facility ';t n,'iRv3x,1-?ra.s*a_ ", ;:k c3�3 . ,-3 v; .,•,��ei2 �s.e _ u PLUMBING Section 15300--Page 7 6. Mixing Valves: Powers, Symmons, Lawler, or Sloan. 7. Drinking Fountains and Chillerss Elkay, Filtrine, Ilalsey-Taylor, Haws. B. Sackings For fixtures other than those specified to be furnished with carriers, 1/2" x 6" wide steel flat plate welded to steel studs or secured to concrete, drilled and taped to match fixture hanger. Also, install backing where bottom of fixture meets wall. Bolt fixtures to backing through holes in casting provided by fixture manufacturer. C. Traps For fixtures other than those specified to be furnished with integral traps, "P" trap to be polished chrome plated brass slip joint nuts, cast brass escutcheons. D. Seals Fill all cracks and open spaces between fixtures and wall or floor with sealer, Silastic or Pecora sealer. E. Finish at Exposed Partes 1. Satin stainless steel or polished chrome-plated brass, chrome-plated pipe sleeve, chrome-plated cast brass escutcheon. 2. Finish required on all metal parts, exposed to view, under counters, in cabinets with doors, and in equipment and service rooms. 3. Include pipe, traps, fittings, valves, stops, escutcheons, accessories. F. Water Connections: Must have rigid, metal-to-metal connections. Slip joints utilizing non-metallic washers are not permitted. G. Generals Set fixtures to equal height, plumb, or'at right angle to wall. Connect waste and water supplies in neat, uniform, and finished manner. Provide necessary trim and appurtenances for complete installation. c� Contra Costa County 00113 G 1 Detention Facility PLUMBING Section 15300--Page 6 B. Manufacturers: Josam, Smith, Wade, Zurn, or approved equal. Selection based on Smith. C. Wall-Hung Water Closets: Figure 310-R, 490, 431— as required.- D. Labatories: 1. With Backsplash: Figure 700. 2. Shampoo Sink: Figure 800. 3. Corners Figure 813. E. Service Sink: Series Figure 871. F. Security Fixtures: Mono-sleeve, Acorn-1798-4. 2.11 FIXTURE SUPPLIES AND STOPS A. Lavatories: Speedway STCR-1912-A, or approved equal. B. Sinks: Speedway STCR-1912-A, or approved equal. C. Flush Valves: Lockshield key-operated stops. D. Wall-Mounted Facuets: Screwdriver stops or faucets may have integral stops in lieu of separate stops. 2.12 PLUMBING FIXTURES A. Manufacturers: 1. Fixtures: ---Acorn,--American Standard, Kohler, Super Secur. 2. Flush Valves: Sloan-Royal, Coyne;-Delaney. 3. Toilet Seats: .Acorn, Olsonite, Sperzel; fireproof with stainless steel hinge. 4. Trim: American-Standard, Sloan, Acorn,. or Delta. 5. Carriers: J. R. Smith, Josam, Wade,• Zurn. Contra Costa County Detention Facility PLUMBING Section 15300--Page 5 2.9 INSULATION AND COVERING A. Insulate all domestic hot and cold water piping with thick molded glass fiber insulation. B. Manufacturer: Owens-Corning, or approved equal, by Johns-Manville, or Certain-teed. C. Insulation shall be one-piece molded glass fiber with a maximum 'k' factor of 0.23 at 75°F mean temperature with factory-applied jacket consisting of white kraft bonded to aluminum foil, reinforced with fiberglass yarn and a self-sealing lap. Owens-Corning "Fiberglas • 25", heavy-density, #ASJ-SSL. D. 4" wide joint seal strips shall be cemented neatly in place with brush coat of fire-retardant adhesive. Longitudinal lap shall be sealed in accordance with manufacturer's recommendations. E. Fittings and valves shall be insulated with factory- molded insulation of same thickness as the adjoining pipe. Insulation material shall be either heavy- density fiberglas or hydrous calcium silicate, but it must be factory-molded. Field-fabricated segments of pipe insulation or wrapping with fiberglas blanket will not be acceptable. F. Flanges shall be insulated with sectional pipe insulation extending a minimum of 1" beyond the ends of the bolts. Bolt areas shall be filled with mineral wool cement. G. Over insulation for fittings, valves, and flanges, apply a uniform coat of fire-retardant vapor-barrier coating to entire fitting surface. Embed into wet coat a layer of fiberglass tape extending 2" on to adjacent pipe covering. Apply a finish coat of same fire-retardant coating over entire surface. 2.10 FIXTURE SUPPORTS A. General: Provide plumbing fixture carriers, supports, and devices' to carry loads independently of walls or partitions. Securely bolt supports to .floor with drilled inserts or'studs. Contra Costa County Detention Facility MOM.) PLUMBING Section 15300--Page 4 F. Natural Gas: 1. Schedule 40 black steel, with protection vinyl coating below ground. 2. Schedule 40 black steel. G. Traps: 1. Floor Drains: Service weight, cast iron, with Ty-Seal joints. 2. Trap Primer Connections: Furnish and install trap primers to all floor drains. 2.3 WATER HAMMER ARRESTORS As scheduled on drawings. 2.4 TRAP PRIMER Wade W-2400-T, all brass, or equal. 2.5 PRESSURE REDUCING VALVES As scheduled on drawings. 2.6 PRESSURE RELIEF VALVES Bailey, all bronze. 2.7 CLEhNOUTS As scheduled on drawings. 2.8 HOSE BIBBS As scheduled on drawings* Contra Costa County Detention Facility Ale PLUMBING Section 15300--Page 3 B. Soil, Waste, Storm Drain: 1. Below Ground: Service weight cast iron pipe, bell and spigot with Ty-Seal joints. 2. Above Ground: 2" and smaller--Schedule 40 galvan- ized steel pipe. Larger than 2"--service weight cast iron pipe, bell and spigot with Ty-Seal joints. a. Contractor Option - 2" cast iron with Ty-Seal joints. C. Vent: 1. Below Grounds Service weight cast iron pipe, bell and spigot with Ty-Seal joints. 2. Above Grounds 2" and smaller--Schedule 40 galvan- ized steel pipe. Larger than 2"--service weight cast iron pipe, bell and spigot with Ty-Seal joints. a. Contractor Option-2"cast ircn with Ty-Seal joints. D. Waters 1. Below Ground: 2-1/2" and smaller--Type K copper tubing. 3" and larger—cast iron water pipe cement lined, Class 150. 2. Above Ground: Type L copper tubing. a. Fittings: Wrought copper, sweat type. b. Joints: 95-5 solder. E. Industrial Cold Water: 1. Above Ground: Type L copper tubing. a. Fittings: Wrought copper, sweat type. b. Joints: 95-5 solder. 2. Below Ground: Type K copper tubing. a. Fittings: Wrought copper, sweat type. b. Joints: 95-5 solder. Gontra'Costa County 11"wMeb Detention Facility y. - .. 'W x'!iz*-< ., �,i PLUMBING Section 15300--Page 2 D. Domestic hot water system shall consist of connection to a solar hot water storage tank, provided under Mechanical Division. Domestic hot water piping shall extend through a three-way mixing valve to building hot water distribution system. E. Natural gas piping system shall include connection to kitchen equipment;• laundry-equipment, and medical area. Natural gas piping shall extend from gas meter to building natural gas piping system. i F. Kitchen and laundry equipment shall be rough-in and final connections made as per kitchen drawings. G. Air piping shall include connection to equipment. H. Medical air 6 vacuum systems—provide and install per dwgs. I. All piping to be tested as required. i. Provide and install sub-soil drainage piping under walk-in refrigerators. K. Provide and install area drain in vault it as detailed on fire protection drawings. L. Provide and install sub-soil drainage for footings as shown on drawings. PART 2 - EQUIPMENT AND MATERIALS 2.1 HOT WATER CIRCULATION PUMP A. Vertical split case, with bronze body,, stainlehs steel shaft with mechanical seal, close coup led "=Weinn.an, Bell & Gossett, Chicago Pump, Pacific, or equal. B. As scheduled on drawings. C. Control: Line voltage immersion thermostat, Honeywell, or approved equal= open at 140°F and closed at 130°F on domestic hot water system. 2.2 PIPING A. Refer to General Requirements for Mechanical Work for detailed pipe and fitting specifications. onContra Costa County Detention Facility PLUMBING Section 15300--Page 1 PART 1 - GENERAL 1.1 RELATED DOCUMENTS The general provisions of this Contract, including General and Supplementary Conditions, Division, General Require- ments, General Requirements for Mechanical Work, and Section 15500, Underground Piping Phase 1, apply to the work specified in this Section. 1.2 DESCRIPTION OF WORK A. Sanitary soil, waste and vent systems including connections to existing piping provided under Section 15500, Underground Piping Phase 1. Provide and install plumbing fixtures as indicated on drawings. Sanitary soil and waste piping shall extend to existing sanitary stub-outs provided under Utility Relocation Contract. Locations, sizes and invert elevations are indicated on site pian. Locations and invert elevations shall be field verified prior to installation. Engineer shall be advised of field conditions. Adjustments to piping due to field conditions shall be made without additional cost to Owner. B. Storm drainage piping system, including connection to existing piping provided under Section 15500, Under- ground Piping Phase 1. Provide and inatall roof drains and area drainage as indicated on drawisigs. Storm drainage piping shall extend to existing storm drainage stub-outs provided under Utility Relocation Contract. Locations, sizes, and invert elevations are indicated on site plan. Location and invert elevations shall be field verified prior to installation. Engineer shall be advised of field conditions. Adjustments to piping due to field conditions shall be made without additional cost to Owner. C. Domestic cold water piping system, including connection to fixtures and equipment. Domestic water piping shall extend from water meter through pressure back flow preventer assembly to building piping distribution system. Contra Costa County i Detention Facility ii HEATING, VENTILATING, AND AIR CONDITIONING Section 15200--Page 55 E. Defective work or material replaced or repaired, as necessary, and the inspection and test repeated. Repairs made with new materials, No caulking of screwed joints or holes will be acceptable. F. No part of any work covered until after it is inspected, tested and approved. G. Piping systems pressure tested as follows. Show no loss in pressure or visible leaks after a minimum duration of 4-hours. System PSIG Test With Chilled Water Supply 150 Water Chilled Water Return 150 Water Heating Hot Water Supply 150 Water Heating Hot Water Return 150 Water PART 4 - BID ALTERNATES 4.01 The contractor shall submit a separate price to omit the installation of the solar panel hot water heating system and merely provide for future installation of a solar system as shown on Drawing M-17. 4.02 The contractor shall submit a separate price to increase the evaporation surface on the two centrifugal water chillers to reduce the total electrical requirements, as shown on Drawing M-2. � OContra Costa Couny 7' Detention Facility HEATING, VENTILATING, AND AIR CONDITIONING Section 15200--Page 54 4. Start blower and gradually open damper on suction side of blower. 5. Build-up pressure in test section to 8" W.G. 6. Determine amount of air leakage, and make repairs as required. 7. Leakage factor allowable of 1% based upon the total operating CFM of section under test. e. Tested sections visually marked with certification sticker and initials of field test inspector. Test made before sections are concealed. B. Timing of Teetss , Two weeks before expected completion date, put all systems and equipment into operation and continue operation of same during each working day, but not less than five 8-hour periods, until all adjusting, balancing, testing, demonstrations required be given simultaneously with this operation. 3.07 TEST A. All equipment required for testing, including fittings for additional openings provided by the Contractor. B. After the inspection has been approved, or portions thereof, certify in writing the time, date, name and title of the person approving the test. Also include the description and what portion of the system has been approved. C. Maintain a complete record of all testing that has been approved, and made available at the job site to all authorities concerned. D. Upon completion of the work, submit all records and certifications approving testing requirements to the Architect before final payment is made. ` Contra Costa County - R. Detention Facility r` .:.-`s>T `7 '=;k�`"Li�y.,v„ .ii} HEATING, VENTILATING, AND AIR CONDITIONING Section 15200--Page 53 3.05 BOIL-OUT AND CLEANING OF PIPING SYSTEMS A. Chilled Water and Hot Water Heating Piping Systems:' Flush and chemically clean, then charge with chemically treated water. B. Entire procedure performed by an independent chemical cleaning company approved by the Architect. Provide necessary cross-connections to loop system and circulate water for 24-hours. C. All Piping Listed Above: Flush out entire system for a period of not less than 4-hours to clear it of all loose material. Provide necessary cross-connections to loop system and circulate water for 24-hours. Dur- ing this period, install 80-mesh screens in strainers and periodically .clean. Drain entire system. Refill system. Meter water when refilling to determine amount of chemical required in next procedure. Add TSP, trisodium phosphate, to provide a uniform residual concentration of 10 ppm. Circulate water for 48-hours. During circulation, periodically clean screens as required. Flush system for approximately 4-hours or until all traces of chemicals are removed. Remove 80-mesh screens. D. Chemical Treated Water: For heating hot water system, add soda ash to provide 1000 ppm concentration and caustic soda to provide 1000 ppm concentration. 3.06 DUCT LEAKAGE TESTS ' A. Test all medium pressure ductwork and plenums for leaks, using a portable high pressure blower and necessary instru- ments.' Conduct tests as follows, and as recommended in SMACHA balancing manual. 1. Seal all openings in duct and plenum section to be tested. 2. Connect test apparatus to test section using a flexible duct connection or hose. 3. Close damper on blower suction side, to prevent -_excessive buildup of pressure. Contra Costa County 004118 Detention Facility HEATING, VENTILATING, AND AIR CONDITIONING Section 15200--Page 52 I. Balancing and Adjusting of Chilled Water and Heating Water Systems: 1. Check for proper operation and setting, valves, strainers, pump rotations, air vents, control valves and expansion tanks. 2. Set all Temperature controls so all coils are calling for full load. This should close all automatic bypass valves at coil. 3. Check water temperature at inlet side of coils. Note rise or drop of temperature from source. 4. Proceed to balance each chilled water coil. 5. Upon completion of flow readings and adjustments at coils, mark all settings and record data. J. Tests: Upon completion, insert all information on a sheet listing all items required by specifications and be included in complete test and balance report. Type all sheets, 3.04 FLASHINGS A. Ducts: Wherever ducts penetrate roof, outer wails or waterproofing of any kind, all base flashing and neces- sary counterflashing shall be furnished and installed under the work of this section. B. Pipes: Furnish and install on each pipe passing through roof a four pound seamless lead flashing assembly with counterflashing. ,f l/ "Contra Costa County Detention Facility HEATING, VENTILATING, AND AIR CONDITIONING Section 15200--Page 51 F. Air Handling Equipment: 1. Make, size, model number, designation and location of all fans and units containing fans. 2. Motor size, voltage, phase, rated and actual current readings for above equipment. 3. Air handled in CFM. 4. Outlet velocities in FPM. 5. Inlet, outlet and total static pressure of each unit. 6. Recirculated and outside air quantities, if applicable. 7. Fan speed. B. Motor pulley sizes and speeds. G. Diffusers, Grilles and Registers: 1. Location, size, make, model number, and total free area of each. 2. Required and test resultant velocity in FPM of each. 3. Required and test resultant quantity of air in CFM of each. H. Heat Exchange Coils: 1. Average face velocity (average of 12 readings) . 2. Static pressure drop. 3. Entering and leaving air temperature (db and WB) . 4. Entering and leaving water temperature. 5. Water pressure drop of coil. 6. Water quantities. `Contra Costa County Detention Facility • is HEATING, VENTILATING, AND AIR CONDITIONING i Section 15200--Page 50 3.03 AIR AND WATER BALANCE A. Balance air and water systems in accordance with standards and procedures of the Associated Air Balance Council or National Environmental Balancing Bureau. B. Contractor shall be responsible for delivering the designed amount of air and water to each outlet and proper amount of water to all units. Contractor shall leave all valves, cocks, and dampers in full open position. C. Use instruments accurately calibrated and maintained in good working order. If requested, conduct tests in the presence of a representative of the Architect and/or a representative of the Owner. D. Balancing and Adjusting Air Systems: 1. Adjust all grilles, registers and diffusers for optimum air distribution and minimum noise and drafts, starting with all elements in wide open position. 2. Adjust all fan speeds and manually operated dampers to supply exhaust and/or return the quantities of air specified or indicated. 3. In cooperation with control manufacturer's represen- tative, set adjustments of automatically operated dampers to operate as specified, indicated and/or noted. 4. Make any changes in pulley, belts and dampers or add dampers necessary for correct balance at no additional costs to Owner. E. Additional Items: Perform the following tests, compile information, and submit copies of this information for evaluation by the Architect and the Owner, submit in report form with suitabiq cover, index, etc. Contra Costa County Detention.Facility .... .... ! ?,_-..,. .... .�t ., ..,. .xf .+.-n,c?"F..;i e.... ,:T t�.*,_ .. nr. . ... �.'F.. '.lai.-eyas,oi,.;;;`,.r1.t-s?'#� ,•i•'_: ��. Ft"`�.. HEATING, VENTILATING, AND AIR CONDITIONING Section 15200--Page 49 P. Flexible Duct Connection: Provide at all connections to fans. Install with metal collar frames at each end of connections. Attach fabric tightly to ducts. Allow at least 1-inch slack in connections. Make fabric con- nections minimum 4-inches long. Q. Flashing Ducts through Roof: Install flashing to cover top and sides of curb and fit closely around duct. Cover top edge of base flashing with collar soldered to duct and turned down over base flashing. Fabricate flashing from 24 gage galvanized steel. R. Test Holes: Drill instrument test holes into ductwork for Pitot tube tests. Install hole covers attached to ductwork by sheet metal screws. Locate test holes at intake and discharge from each air handling unit and a s shown. There shall be aom a to all ooils and dar Pers. S. Access Doors in Rectangular Ducts: Construct with galvanized sheet metal of same gage as duct, with frame, galvanized steel hinges, handles, clamping devices, gasketed for airtight fit. sizes as shown, minimum 12" x 12". 3.02 FLEXIBLE DUCTWORK A. Insulated flexible ducts continuous, single pieces not over twelve feet in length and adequately supported and have a minimum inside bending radius of two-thirds the internal diameter, but not installed with a radius of bend less than two duct diameters. _._......, B. Where flexible ducts join other ductwork, air control boxes, and air terminals, use a pressure sensitive vapor- seal adhesive tape with at least three wraps or duct sealer with sheet metal screws or clamps to secure flexible duct and make the joint airtight. C. Flexible ducts installed in as straight a manner as possible. Cut ducts to lengths required rather than create bends to take up excess lengths. LII �t1�A Contra Costa County �liii Detention Facility HEATING, VENTILATING, AND AIR CONDITIONING Section 15200--Page 48 L. Aluminum Ductwork: 1. Provide one gage heavier than galvanized steel as tabulated. 2. Construction: Make all joints and seams watertight by soldering, aluminum welded, or applying epoxy adhesive, Scotch-Weld Structural Adhesive No. 2216. Apply epoxy adhesives to all seams and joints before fabrication. 3. Provide aluminum ductwork for exhaust system serving showers. Pitch aluminum ductwork down toward the exhaust grille. M. Balancing Dampers: 1. Construct dampers of 16 gage sheet metal with locking quadrants and shafts provided with bearings. Holes punched in ducts will not be acceptable. Dampers of the multiblade type with blades maximum 8" wide for ducts over 14". After final adjustment of system, lock quadrants and mark clearly showing damper position. Provide arm extension where dampers are inaccessible. 2. Provide balancing dampers where required to facilitate air distribution and balance. N. Tapers: 1. Pitch sides of duct in a "diverging" airflow maximum of 20 degrees. 2. Pitch sides of duct in a "converging" airflow maximum of 30 degrees. 0. Design elbows for minimum' friction with inside radius. not less than width of duct. Use square elbows with hollow double radius type duct turns when radius is less than duct width. Attach duct turns to duct securely with spot weld, screws, or rivets. Friction type attachment not acceptable. Contra Costa.County � .• Detention Facility I ' HEATING, VENTILATING, AND AIR CONDITIONING Section 15200--Page 47 7. Hangers for circular duct conform to the followings Duct Strap Maximum No. of Diameter Hangers Spacing Hangers Up thru 18" 1"x 16 ga. 6'-0"' 1 19" thru 36" 1"x 12 ga. 6'-0" Z 37" and larger 21'x 16 ga. 6'-0" 1 I. Taping Duct Joints: Make joints airtight by covering all duct joints, including angle iron connections, with 6" wide strips of six (6) ounce canvas cemeted on with lagging adhesive. Joints sealed and filled with mastic in punched holes and_corner cracks. J. Plenums -- Low Velocity Systems Construct with 16 gauge galvanized sheet metal with galvanized angle bracing as required, riveted or bolted to sheet metal. 1. Seams: 2" standing seams spaced at 24" on center, staggered at adjacent panels. .___ 2. Reinforcing: Consist of 2" x 2" x 114" galvanized angles riveted or bolted to back of sheet metal, perpendicular to standing seams. Angles run at floor, wall, and ceilings, at all corners, and round all openings at 3'-0" on center. 3. Panels: Cross broken. 4. Fasten plenums to concrete floors, ceilings and walls with expansion shields and sealed with mastic. All seams and joints sealed and made airtight. K. Plenums - Medium Velocity System: Construct with cellular decking equal to Robertson UKX-20-20. See details on drawings. bine with 1" Owens-Corning Fiberglas Duct Liner Board or approved equal. Liner shall comply with NFPA 90-A. Adhere with 1008 coverage of fire retardant adhesive. Additionally secure with Graham "Weld" pins starting a minimum of 3" off the upstream transverse edges and continuing a minimum of 10" on center. All exposed leading edges and transverse joints shall also be coated. Contra Costa County ow"Tetention Facility HEATING, VENTILATING, AND AIR CONDITIONING Section 15200--Page 46 4. Insulation Ends: At the end of an insulated section or run where internally insulated duct connects to uninsulated spiral duct or fitting, fire damper or flex, install a manufacture - insulation end fitting to bring the outer pressure shell down to its nominal size. H. Duct Supports: 1. Support horizontal ducts with hangers of scheduled size and spacing. Install hangers at each change I in direction of duct. 2. Extend strap hangers down both sides of ducts, turn under bottom two inches minimum. Metal screw hangers to bottom of duct and to upper and lower sides of duct at not more than 12 inches on center. 3. Provide angle hangers formed by extending vertical bracing angles or by rods connecting to bottom angles if size of bracing angles conform to hanger schedule. 4. Support vertical ducts at every floor with angle or channels riveted to ducts. Rest angles or channels on floor slab or structural steel members placed in opening, unless otherwise no ted. 5. Construct hangers of galvanized steel. 6. Provide hangers for horizontal rectangular duct as follows: Duct Size Supports Maximum Spacing Up to 12" 16 ga x 1" straps 7'-0" 12" to 47" 14 ga x 1" 6'-0" 48" to 84" 1-1/4"x 1-1/4"xl/8" 6'-0" angle 85" and larger 3/8" rod with 2"x 2" 7'-6" x 3/16" angle• trapeze under duct Contra Costa County 00311 Detention Facility ,w r ,, HEATING, VENTILATING, AND AIFt CONDITIONING Section 15200--Page 45 F. Fittings and Connections for Circular Ductss 1. Fittings factory fabricated with radius of elbows and angles minimum of 1-1/2 times diameter of duct. Tee fittings of conical type change in shape from round to rectangular made with transformation joint with minimum of 1 to 7 taper. 2. Joints between two ducts made with beaded sleeve joint as scheduled with duct sealer applied to male end, mechanically fastened with sheet metal screws or pop rivets. Over joint and screw or rivet heads, apply coating of duct sealer. Cover entire joint with duct tape. 3. Duct and fitting joined by slipping the projecting collar of the fittings into the pipe. Insertion length minimum of 2". Apply duct sealer and mechanically fasten per paragraph above. G. Construction of Insulated Circular Duct: 1. wall thickness for insulated circular ducts as follows: Nominal Duct Size Outer Shell Inner Liner 3" through 6" 26 ga. 24 ga. 7" through 20" 24 ga. 24 ga. 21" through 34" 22 ga. 24 ga. 36" through 48" 20 ga. 24 ga. 49" through 58" 18 ga. 24 ga. 2. Fittings and couplings of the following minimum gauges: . Nominal Duct Size Outer Shell Inner Shell 3" through 34" 20 ga. 20 ga. 36" through 48" 18 ga. 20 ga. 49" and Over 16 ga. 20 ga. 3. Coupling: An inner coupling provided'to align the inner lining to maintain good air flow conditions. Butt joints are not acceptable. 00.� Contra Costa County t.�1� Detention Facility HEATING, VENTILATING, AND AIR CONDITIONING j Section 15200--Page 44 37" to 48": 1-1/2" reinforced standing seam with 1-1/2" x 1-1/2" x 1/8" angles. 49" to 60": 1-1/2" reinforced standing seam with 2" x 2" x 1/8" angles. 61" to 64": 1-1/2" reinforced standing seam with 2-1/2" x 2-1/2" x 3/16" angles. D. Bracing: Provide for all rectangular ductwork attached to duct with rivets, bolts or spot welded, and spaced as follows: Ducts 19" to 48": Brace with 1" x 1" x 1/8" gal- vanized angles 60" from angles and transverse joints. Ducts 49" to 60"s Brace with 1-1/2" x 1-1/2" x 1/8" galvanized angles at 60" from angles and transverse joints. Ducts 61" to 96"1 Brace with 1-1/2" x 1-1/2" x 3/16" galvanized angles at 30" from angles and transverse joints. Ducts 12" Wide and Larger: Cross-broken except where otherwise indicated. E. Construction of Circular and Galvanized Steel Ductwork: 1. Wall thickness for circular ducts as follows: Spiral Lock Round Duct Diameter Seam Duct Fittings . Up thru 8" 26 ga. 22 ga. 2" long beaded sleeve joint 9" thru 22" 24 ga. 20 ga. 4" long beaded sleeve joint 23" thru 36" 22 ga. 20 ga. 4" long beaded sleeve joint or draw band 38" thru 50" 20 ga. 18 ga. 4" long beaded sleeve joint or draw band Contra Costa County Detention Facility . 00.309 HEATING, VENTILATING, AND AIR CONDITIONING Section 15200--Page 43 61" through 84": 1-1/2" reinforced bar slip, or 1-1/2" angle reinforced slip, or 1-1/2" angle reinforced pocket lock. 4-foot centers. 85" through 96": 1-1/2" companion angle, angle reinforced slip, or 1-1/2" angle reinforced pocket lock. 4-foot centers. Over 96": 2" companion angle, 2" angle re- inforced slip, or 2" angle reinforced pocket lock. 4-foot centers. C. Construction of Medium Pressure Rectangular Galvanized Steel Ductwork: 1. Wall thickness as follows: Maximum Duct Size in Inches U.S. Standard Gage Up through 18 24 19 through 48 22 49 through 72 20 73 through 96 18 Over 96 16 2. Construction as follows: a. Sealant: Liquid type sealant applied to seams and joints before assembly to make airtight construction. Fill drilled holes prior to inserting rivets or screws. b. Longitudinal Seams: Grooved or.Pittsburgh. C. Transverse Joint Connections and Reinforcing:~' For ducts sized as follows: Up to 12": Inside slip or double S slip. 13" to 18": Inside slip or double S slip, with 1" x 1" x 16 gage angle. 19" to 2411: 1-1/2" pocket lock. 25" to 3611: 1-1/2" pocket lock. Contra Costa County 0016" � ��p Detention Facility lif �l Ip. HEATING, VENTILATING, AND AIR CONDITIONING Section 15200--Page 42 13. Blow out all dirt and foreign matter from duct- work, and clean diffusers, registers and grilles. 14. Unless otherwise noted, construct ductwork as specified for low pressure ductwork. 15. Provide medium pressure duct construction for the following: Ductwork serving systems with air control boxes extending from the discharge of the air handling unit to the inlet of air control __ ._.. . . box. B. Construction of low pressure Rectangular Galvanized Steel Ductworks 1. Wall thickness as follows: Maximum Duct Size in Inches: U.S. Standard Gauge Up through 12 26 13 through 30 24 31 through 54 22 55 through 84 20 Over 85 18 2. Construction as follows: a. Longitudinal Seams: Grooved or Pittsburgh. b. Transverse Joint Connections: For ducts sized as follows: Up to 18": Drive slip, S slip, or 1" pocket lock. 19" through 30": Hemmed S slip, 1" bar slip, or 1" pocket lock. 5-foot centers. 31" through 4211: 1" bar slip, 1" reinforced bar slip, or 1" pocket lock. 5-foot centers. 43" through 6011: 1-1/2" bar slip, 1-1/2" reinforced bar slip, or 1-1/2" pocket lock, 4-foot centers. Contra Costa County 0Ow Detention Facility ,.. ....-. . . ,*aa` r 4�- .0._z. .. r... .z .:Y3f.-'4m.': •i.c� :'zL�."•'� ..¢4- '�..ix ..' Tci'; ,.. :k:'Y: S�'`x..,``'-. HEATING, VENTILATING, AND AIR CONDITIONING Section 15200--Page 41 5. Proposed alternate manufacturer or contractor fabricated duct and fittings shall be equal in all respects to the product specified. Duct shall have been tested recently by a competent independent laboratory for leakage rate, bursting strength, collapsing strength, seam strength, and friction loss. 6. Divided flow fittings, both single and close- coupled combinations, crosses, reducers, couplings, elbows, etc. , shall have been tested for friction losses and regains and certified copies of these tests must be submitted for approval. The products must be a ual in structural strength as installed, and additional girth reinforcements and hangers may be required. 7. Install ductwork of sizes, runs and connections as shown on the drawings. 8. Verify all dimensions at the site, making all field measurements and shop drawings necessary for fabrication and erection of sheet metal work. Dimensions shown are net free areas. Make allowances for beams, pipes or other ob- structions in building construction and for work of other contractors. Check plans showing work of other trades and consult with Architect in the event of any interference. 9. Fabricate ductwork in workmanlike manner with airtight joints, presenting smooth surfaces on inside, neatly finished on outside, construct with curves, bends, turning vanes to aid in easy flow of air. Make internal ends of slip joints in direction of airflow. 10.* Construct brace and support ducts and air plenums to prevent sagging and to minimize vibration when fans are operating. 11. Dimensions of acoustical lined ductwork are clear inside dimensions. Increase size of duct , by thickness of acoustic lining. 12. Maintain rectangular cross-section of ductwork unless otherwise shown. n��s�l�� Contra Costa County 1! cN Detention Facility HEATING, VENTILATING, AND AIR CONDITIONING Section 15200--Page 40 PART 3 - EXECUTION 3.01 SHEET METAL DUCTWORK A. Ductwork, plenum chambers, and housings for heating, ventilating, and air conditioning systems shall be fabricated from galvanized steel except dishwasher exhausts which shall be constructed of sheet copper or aluminum. Weights per square foot (gauge) of steel and types of joints and bracing used for all components of the system shall be in accordance with SMACNA Low Velocity Standards, Table 1 for systems up to 1-1/2" w.c., and SMACNA High Velocity Standards, Figure 3-1 for Medium Pressure 1-3/4" w.c. to 4" w.c.; Figure 3-2 for High Pressure 4" w.c. to 8" w.c. ; and Figure 2-2 for round ducts of High and Medium Pressure. Round ducts for Low Pressure systems shall conform to the requirements of ASHRAE Guide. 1. Kitchen Hood Exhaust Ductworks Double-wall construction using black steel throughout, except that any exposed section of outer wall shall consist of stainless steel. At all points where concealed, hood-exhaust ducts change direction, provide access doors for inspection and cleaning. Such doors shall be sized and shall so relate to available access through intervening partitions or ceilings as to optimize visibility and physical access in both directions within ducts. 2. Spiral duct fittings shall be manufactured as separate fittings and shall not be fittings tapped into spiral ductwork. All divided flow fittings shall have machine-formed branch entrances. 3. Reducing fittings shall be machine formed ASME flow nozzle design fittings unless otherwise indicated. All reducers shall occur after a tap has been made on main portion of barrel of fitting unless shown otherwise. 4. All fittings are to have continuous corrosion- resistant welds. Galvanized coatings that have been damaged by welding shall be painted with corrosion-resistant paint. Contra Costa County Detention Facility ::, ,:•< <. :�_. .._._... ,.. .i�. . .,.-�-; :.'_ .F ...�, k, ,. . » ._ ,fir �,,:,�' .,._.,. _r.r _.. HEATING, VENTILATING, AND AIR CONDITIONING Section 15200--Page 39 ' 2. Cleaning: Prior to placing in service, the systems shall be treated by a caustic cleaning agent conforming to ASME standards to remove oil, grease, pipe dope, mill scale and other foreign matter remaining in the piping and equipment after completion of fabrication. Systems shall be filled and continuously recirculated for a period of 12 hours using cleaning solution with "P" alkalinity of at least 4000 PPM and at a temperature of 180 to 200°F. Systems shall then be purged with clean water circulated through systems to waste until the pH has been reduced to approximately that of the purge water. Systems not equipped with expansion joints shall be treated as above . except at normal temperaure (without heating) and for a period„of 24„hours. 3. Charging with Inhibitors Immediately after completion of the above cleaning operation, the systems shall be emptied and charged with a Borate Nitrite Inhibitor. Solution strength at least 1000 PPM nitrite as sodium nitrite. 4. The by-pass pot feeders shall be furnished with the water treatment equipment (item 2.31 H.) . The chemicals shall be furnished with the water treatment chemicals (item 2.31 I.) . 2.32 SOLAR COLLECTORS Solar collectors shall be Model 712101, single-glazed, black paint absorber coating, 84-1/4 x 36-1/4 x 4-3/8” manufactured by Chamberlain Manufacturing or equal. Abosrber plate shall be mild steel, glass shall be low iron 1/8' tempered glass. Insulation shall be 5” fiberglass blanket with nominal density of 1.05#/Ft.3. Collector box shall be fabricated from 18-gauge gal- vanized steel. The cover frame work is extruded 6063 aluminum painted black with Duracon series paint. 1l��tll�� Contra Costa County 1! ,'0Detention Facility HEATING, VENTILATING, AND AIR CONDITIONING Section 15200--Page 38 G. Water softener: An automatic twin water softener shall be furnished for the cooling tower makeup water to provide zero hardness at 50% tower load (low salt capacity) and to handle peak flows at loot tower load. Automatic regeneration by automatic reset water meter operating electric contact each 6000 gallons. Each softener to operate alternately while other softener is being regenerated. Size softener shall be 67,500 L.S. grains. Inlet and outlet pipes ' shall be 1-1/211. Salt capacity not less than one week. A sufficient supply of water softener salt shall be furnished to provide operation for 90 days at 501 load. Test set for determining hardness of makeup water shall be included. H. Complete Systems The complete water treatment system, not including chemicals, shall be furnished by one vendor specializing in water treatment equipment who shall supervise installation and operation for a period of 90 days from date of initial operation including test period. Complete system shall be Chamberlain Equipment Company of Walnut Creek, CA, #20Jl3ABCD, or equal. I. Chemicals and Test Equipment: A sufficient supply of chemicals and testing equipment shall be furnished by one vendor specializing in water treatment chemicals who shall supervise the addition of chemicals for 90 days operation. An inhibitor test set shall be provided. J. Chilled and Hot Water Closed. Systems: 1. By-Pass Pot Feeders: By-pass pot feeders with 3/4" FIPS -inlet and outlet connections shall be furnished for the introduction of cleaning and inhibiting chemicals into the chilled and hot water systems. The by-pass pot feeders shall have a top opening not less than. 3-1/211 diameter with iron cover and 0-ring requiring less than a quarter turn to. open or close. Capacity shall be suitable for the volume of the closed system or as specified elsewhere. Pressure rating shall be 175 psi. Exterior shall be painted with gray corrosion-resistant paint. Contra Costa County VlltN� Retention Facility • e HEATING, VENTILATING, AND AIR CONDITIONING Section 15200--Page 37 2. Each week the biocide pump suction shall be automatically connected alternately to one of two biocide drums for a period of time adjustable from one to ten hours. Solenoid valves shall be provided in the two suction lines for this purpose. Suction tubing and fittings shall be suitable to take suction from vendor's biocide .drums. "On-Off-Auto" switches shall be provided for the two solenoid valves and for the biocide pump motor. A valve shall be provided at point of injection to divert pump discharge under atmospheric pressure back into either of the biocide drums to facilitate priming. 3. Biocide pump shall be identical to the inhibitor metering pump. . E. pH Indicator-Controllers The pH indicator-controller shall have a range of 2-12 pH, accuracy +0.5t of range, reproducibility of +0.1% of range, sensitivity of 0.01 'pH and shall be temperature compensated from 0 to 200°F. Separate adjustable controls and alarm contacts shall be provided to close when pH falls below a preset level." Control contact shall start and stop the acid pump and. the alarm contact shall light the alarm lamp and a separate dry alarm contact shall be provided to operate an exterior alarm. The pH sensor shall be located in the control cabinet and shall be held in place by a stuffing box easily removed for cleaning and calibrating. Acid pump shall be identical to the inhibitor metering pump. F. Suspended Solids Separator; An exterior hydraulically operated Laval suspended solids separator with ball valves and pressure gauges on inlet and outlet shall be provided to reduce suspended solids in condenser water-to a maximum size of 74 microns (200 mesh) . The accumulated solids shall be discharged from the separator each time the automatic bleed valve opens. The water consumption .of the separator shall be-75 GPM, 2" size, and differential pressure of 5 psi. .�� Contra Costa County 00499 Detention Facility HEATING, VENTILATING, AND AIR CONDITIONING Section 15200--Page 36 Suction tubing and fittings shall be suitable to take suction from vendor's inhibitor drum. It shall not be necessary to mix or dilute the inhibitor chemicals. A valve shall be provided at point of injection to divert pump discharge under atmospheric pressure back into the inhibitor drum to facilitate priming. 4. Inhibitor Timer: An adjustable automatic reset timer shall be included to adjust the amount of inhibitor pumped per bleed cycle. Pump shall start when solenoid bleed valve opens and shall stop when timer times out. S. Flow Switch: Flow switch shall'be included to prevent chemical.feed or bleed when condenser water circulating pumps are not operating. 6. Malfunction Alarm: An adjustable automatic reset timer shall be included to automatically light an alarm lamp•should time between bleed cycles exceed the preset time. Alarm lamp shall be visible with cabinet door closed. A malfunction alarm dependent on correct functioning of conductivity sensor is not acceptable. A dry contact for exterior alarm shall be provided. 7. Cabinet: Cabinet shall include a hinged door and hinged panel. "On-Off-Auto" switches shall be provided for inhibitor metering pump and bleed valve. Timers, conductivity controller and switches shall be flush mounted on hinged panel. Terminal strip shall be mounted on rear of hinged panel. Exterior pipe connections for. connecting to condenser pump .discharge and ; condenser pump suction shall be included. . Strainer in inlet connection shall be included. D. Biocide Feed System: 1. A separate NEMA 12 control cabinet including biocide pump, timer,and relays shall be provided as an accessory to Chamberlain System #20J13 to automatically control the feed of biocide to condenser water system. Contra Costa County 00301 Detention Facility HEATING, VENTILATING, AND AIR CONDITIONING Section 15200--Page 35 6. Treat condenser cooling water to prevent scale, corrosion and algae and for automatic control of chemical and bleed-off. B. After all line and unite are flushed including boiler bail-out, all strainers shall be removed and cleaned--all in the presence of the Owner of his representative. C. Condenser Plater Treatment Systems The water treatment system shall consist of the following components factory wired and piped in an NEMA 12 cabinet, as manufactured by Chamberlain #20J13ABCD or , approved equal. 1. Conductivity Controller% Conductivity controller shall have a range of 95 to 6000 micro mhos per cubic centimeter at 250 centigrade with automatic temperature compensation from 600 to 190°F and automatic voltage compensation from 95 to 130V. A flow-through conductivity sensor shall be mounted on the side of the cabinet-with removable plug to facilitate cleaning by wire brush. Differential between on and off contacts shall be adjustable. 2. Bleed Control Ball Valve: Ball valve shall be electric-motor-operated, exterior to the control cabinet and connected thereto electrically. The bleed valve shall open when conductivity rises to "on" set point and shall close when conductivity lowers to "off" set point. An exterior ball- valve shall be provided to adjust bleed rate, .Size bleed valve shall be 3/4' Size ball valve shall be 3/4", 7 GPM. _. 3.' Inhibitor.Hetering Pump: Inhibitor metering pump shall have adequate capacity to meet requirements of water treatment system and shall be driven by a fan-cooled induction motor with oiltight gear reducer and shall be capable of discharging against pressures. up to 100 prig. Stroke length shall be adjustable while pump is operating. Pump head and check valve bodies shall be Penton. Diaphragm and check.valves shall be Viton. 003MIUM, Contra Costa County Detention Facility • HEATING, VENTILATING, AND AIR CONDITIONING Section 15200--Page 34 J. Fuel Level Indicator: Hydrostatic, automatically operated type. 3-1/2" dial type gage calibrated in gallons, actuated with a built-in hand pump. Trans- mission tube in 1" steel pipe conduit with long radius elbows. Wrap conduit with coal tar resin tape "Protecto Wrap". Simmonds Precision Midget Model. 2.29 EXPANSION JOINT Type shall be packless, corrugated bellows, double, equal- izing, 300 psig max. working pressure. Manufacturers shall be Adsco Corruflex, or equal Zallea, Fleiaonics, or Keflex. Bellows shall be stainless steel with control ring, flanged ends. Allowable Movement—Axial traverse and lateral motion as recommended by manufacturer. 2.30 FLOW CONTROL VALVE A. Type: Self-contained, automatic flow control, no external adjustment. 1-201 absorption range. B. Manufacturer: Griswold or equal by Aqueduct UP. 2.31 WATER TREATMENT A. General: Provide equipment and chemicals for continued treatment of: 1. Cooling tower water. 2. Chilled water circulating system. 3. Hot water circulating system. 4. Pre-start-up cleaning. 5. Treat chilled and hot water system to control corrosion. Contra Costa County N� Detention Facility �lRF.1 HEATING, VENTILATING, AND AIR CONDITIONING Section 15200--Page 33 3. Accessories: Glass fiber manway with bolted steel cover, tapings for fill, vent, extractor and gage connections, glass fiber reinforced hold-down straps, glass fiber fill tubes,, tank ladder, lifting-lugs. Provide gauge stick calibrated for tanks,and provide autcmattiic gage for each tank and install in boiler room. 4. Installation and Testing: In accordance with manufacturer's installation guide and recommen- dations. C. Piping: Schedule 40 black steel, malleable screwed fittings. Joints made up with litharge and glycerine. Provide swing joints at every change in direction. Coat all surfaces of pipe with two coats of hot coal tar enamel, Bitumastic 50. D. Oil Pump: ' 1. Manufacturer: Peabody Gordon-Piatt or equal by I Viking. 1 2. Pumps: Rotary type electric motor driven steel base, mechanical seal, built-in relief valve. 3. Control Panel: SteAl housing with starters, pilot lights, manual on-off switch, running time meter for each pump. Provide circuit breaker for each oil pump motor. 5. Accessories: Completely piped with valves, strainers, pressure gauges, check valves, back pressure regulating valve. E. Anti-Syphon Valve: U.L. listed, bronze construction, dash pot. Preferred Utilities Mfg. Co. Type A. i. F. Selector Valve: Six connections in common casting f with single lever handle. Cast iron construction, flanged. Preferred Utilities, Mfg. Co. G. Fill Box: Lock type flush, watertight. Buckeye 44904", wrench. Strainer #662. Deflector #761B. H. Check Valve: Vertical type, brass, union type. Buckeye 732. I. Vent Fitting: T type, cast iron, fire screen. Buck- eye 631B, vandal-proof. Contra Costa County 1!tliC a7s Detention Facility , HEATING, VENTILATING, AND AIR CONDITIONING Section 15200--Page 32 2. Girth and vertical seams to be of complete penetration butt groove weld design. 3. Butt weld splices of girth seams shall be full strength, pre-qualified 100% complete penetration groove weld in accordance with ASME Boiler and Pressure Vessel Codes. Section 9 for "Splices" and "Penetration Groove Welds". 4. Column girth and vertical seams shall be totally-fusion, submerged, arc-welded either automatically or semi-automatically. 5. Quality of completed welds to conform to paragraph 6-0, Standards of Acceptability, Non-Destructive Testing API Standard 1104. 2.27 AIR SEPARATOR A. Type: Centrifugal action with tangential inlet and outlet, stainless steel air collector tube, removable steel strainer, ASME stamp. B. Manufacturer: Bell& Gossett -. Rolairtrol or equal by American Tube and Controls. 2.28 FUEL OIL STORAGE SYSTEM A. Scope: Complete system with storage .tanks, piping, pumps and accessories. Comply with NFPA No. 30. B. Storage Tank: 1. Construction: Glass fiber reinforced polyester, certified by Underwriters' Laboratories with permanent type label affixed to tank. 2. Manufacturer: Owens-Corning or equal by Justin Enterprises. Contra Costa County .00211Y7 Detention Facility 06i;$ v,a;,+F'L1., .3 HEATING, VENTILATING, AND Alit CONDITIONING Section 15280--Page 31 2.25 CHIMNEY A. Type: Factory prefabricated refractory sectional chimney, listed by Underwriters' Laboratories for use with medium heat appliances, complete with straight sections, cleanout openings, access doors, increasers, elbows, inspection ports, flashings, expansion joints. B. Manufacturers Van-Packer Model HT. C. Chimney Sections: Cast in 28 gauge stainless steel jackets with riveted or welded seams. Insu- lating refractory capable of withstanding up to 20000 F. Metal lined stacks not acceptable. Floor support section provided with 11 gauge or heavier jacket, refractory lined and installed with welded brackets. Supports must be structurally designed by manufacturer. D. Installation: Make in accordance with manufacturer's recommendations. Comply with U.L. listings. 2.25 EXHAUST STACK FOR EMERGENCY GENERATOR A. Single wall, insulated steel stack, Kor-Ten, or approved equal, including connection to silencer outlet, and extension horizontally through wall. B. Include all supports, bracing, roof penetration flashing and housing and insulation. C. Insulate with two layer molded sections of calcium silicate and No. 301 insulating cement in voids and cracks. Stagger section joints. Finish eith two layers of 8-ounce glass fiber cloth saturated in high temperature lagging adhesive. After adhesive has set, apply one brush coat of unthinned arabol, or approved equal, lagging adhesive. Insulation thickness to be 311. D. Welding: 1. Surface to be welded to be smooth, uniform, free of fins, laminate, tears, scale, slag, and other deleterious material which might adversely affect the welding. Contra Costa County 002 93) Detention Facility HEATING, VENTILATING, AND AIR CONDITIONING Section 15200--Page 30 2.23 HORIZONTAL SPLIT CASE PUMPS A. Features: Single stage, double suction, ball bearings, cast iron or fabricated steel base,coupling, ymtor,mechanical seals. B. Service: Hot water or chilled water, as noted. C. Manufacturers B and G, Pacific, or equal. D. Constructions Impeller--Bronze. Wearing Rings--Bronze. Casing—C.1., 175 psi working pressure. Shaft--S.S. , bronze shaft sleeves. E. Seals Mechanical- For 225°F operation. P. Casing Seals: To withstand cut-off head of pump or static head of system, whichever is greater. G. Impeller: Size not to exceed 859 of maximum diameter. It. Motors Open dripproof, 1750 rpm, direct connected with coupling. I. Base: Cast iron or fabricated steel, drip pan type, with tapped drain connections. Pipe drain to floor sink. J. vibration Isolation Bases As specified. 2.24 VERTICAL SPLIT CASE PUMPS A. Type: End suction, frame mounted, centrifugal, electrical motor driven, cast iron or fabricated steel base, iron body, mechanical seal, bronze fitted 17511 WP with mechanical seal for 225°F operation. B. Manufacturers B&G, Pacific, or equal. C. Casing seals to withstand cut-off head. or pump or static head of system, whichever is greater. D. Motors Open, dripproof, 1750 RPM, direct connected with coupling. E. Vibration isolation base: As specified with drip pan and drain line. _ F. Impeller and seal shall be removable without dis- turbing piping. Contra Costa County s - Detention Facility Pa, �- HEATING, VENTILATING, AND AIR CONDITIONING Section 15200--Page 29 2.22 COOLING TOWER A. Type: Blow-through with centrifugal blowers, sectional counterflow, melamine neoprene asbestos wet deck surface, spray section with galvanized steel drift eliminators. B. Manufacturer: Baltimore Aircoil Company. C. Pan Sections Hot-dipped galvanized steel, lift-out strainer to extend the entire length of sump complete with closed top for anti-vortex and anti-cavitation baffling; valved bleed line, brass makeup water float valve with plastic pancake type float ball.- 'D. ,-Casing: Hot-dipped galvanized steel finished with extra corrosion-resistant finish of zinc-chromate and aluminum lacquer. E. Pan Sections Centrifugal blowers; housing and dower of hot-dipped galvanized steel also finished with zinc-chromate and aluminum lacquer. Pans to be on one side of cooling tower only. F. Controls Airfoil type blade built in to fan section complete with linkage. Pneumatic damper controls by control contractor. G. Pan Motor and Drives Epoxy encapsulated winding, 1750 RPM, ball bearing fan motors, matching V-belt drives; galvanized steel screen guard totally enclosing fan motor and drive; fan motor to be weatherproof. H. Spray Tree: Galvanized steel pipe with non-clog spray nozzles. I. Discharge Plenums: Tapered plenums to increase air velocity leaving towers furnished by tower manufacturer. One plenum per section of two section cooling tower. Each plenum to have access doors built in. Plenums to be 4' high maximum and tapered on all four sides. NContra Costa County llll291 .' Detention Facility HEATING, VENTILATING, AND AIR CONDITIONING Section 15200--Page 28 e. A potentiometer to manually select the travel of the Tempguard positioning motor during the manual mode, or to set a limit to the travel of the positioning motor during the automatic mode of operation. f. An "Operating Mode" switch to select the lead burner to turn all burners off, or to return all burners to individual boiler controls. g. A 120 to 24 V.A.C. transformer and a control fuse. h. "Call for Heat" lights and alarm finiarc-A-15-r -- lights for each burner. i. A "Demand Failure" light to indicate when system demand has exceeded boiler output. J. Relays and extra cam switches for sequencing the burners "on", one at a time after a power failure. k. Low fire hold timer, located in panel, to hold burner in low fire position for 10 minutes before release to higher_raters. D. Each boiler shall be boiled out before going on line to the satisfaction of inspectors. contra* Costa County —Detention Facility HEATING, VENTILATING, AND AIR CONDITIONING Section 15200--Page 27 3. All motors shall be for 46U-volt, 60 hertz, three-phase operation. Controls shall be 120-volt, 60-cycle, single-phase. Necessary fuses, motor starter with 3rd leg protection, and a control-circuit transformer shall be provided in the control cabinet. 4. All load starters shall be provided with Monitoring Overload Relays (MOB'S) . 5. Fuel burning equipment shall be set and adjusted by a factory authorized representative to burn Number 2 oil. Unit efficiency, based on flue-gas analysis, shall be not less than 80% with either fuel. 6. A qualified service engineer designated by the manufacturer shall instruct owner's operating personnel in care and maintenance of the units at the time they are started up by him. Contractor shall provide free service for a period of one year after start-up. C. Control: Furnish and install a Kewanee Tempguard boiler control package for a two (2) boiler install- ation which meets ISO requirements. This shall contain the following: 1. Modulating control mounted in common supply header. 2. Control Cabinet for remote mounting with following components: a. Modulating type motor with dual shaft exten- sions that rotate from 00 to 1600 directly proportional to resistance signal from common header control. b. Individually adjustable cam-operated switches- one for each burner to be controlled. c. individually adjustable potentiometers - one for each burner to be modulated. d. An "Auto-Manual" switch to permit selecting either an automatic or manual mode of Temp- guard control. Contra Costa County rl(,2(12Detention Facility HEATING, VENTILATING, AND AIR CONDITIONING Section 15200--Page 26 All boiler tubes shall be set with roller expander at each end. Tubes welded to the tube sheets will not be approved. 1. A factory-installed enameled steel jacket shall be provided. Mineral fiber insulation shall be attached to boiler shell over welded pins to prevent displacement. Extra-density insulation shall be provided at selected point locations. 2. The units shall be completely factory assembled, wired and firetested, ready for connection to fuel and power supply, and shall bear the Underwriters Laboratory "B" Label. Low-water cutoff and feeder shall be MM 53-2 and Warrick Probe type manual reset. MM53-2 to be fieldmounted and wired W►_99n1ractor,yw lief valves shall be set at 7S psis B. Fuel Oil Burning Equipment: 1. Equipment shall beorcad-_d'r'aft, gas-12`oil type and shall include, but not be limited to, the following: Forced draft fan with air damper, operating control, manual reset high limit, flame , sensing device, NEMA-lA control cabinet containing electronic flame safeguard and programmer, control circuit switch, manual-automatic poten- tiometer with fuel-limiting input on either manual or automatic positions indicating lights for pilot, main flame, flame failure, and low water. • 2. Oil burner shall be of pressure atomizing type for No. 2 oil with an oil pump assembly complete with pressure gauges, strainer;ah�el�.ef valve shall be mounted on the bailer skid. Boiler shall include air-oil atomizing nozzle, two oil solenoid valves, oil metering valve with adjustable cam operator for full modulation. Pilot must be oil-electric type. Gas valves, pressure regulator, shut-off cocks need not be furnished at this time as gas is not available. Contra Costa County 00291Detention Facility HEATING, VENTILATING, AND AIR CONDITIONING Section 15200--Page 25 2.19 DAY TANK A. 50-Gallon Day Tank: 20"0 x 48" O.A.L. — Constructed of carbon steel, per UL and NFPA standards, complete with tappings and legs; four (4) McDonnell-Miller E-8 UL listed liquid level switches; Simmond's D-6 liquid content gauge; manholes; 2" capped drain; 1-1/4" dia. x 18" perforated fill pipe. B. 200-Gallon Day Tanks Identical to 50-Gallon Day Tank above except 36110 x 63" O.A.L. 2.20 EXPANSION TANKS A. Types Sizes shall be as specified on Drawing Schedule. H. Features Welded construction meeting ASME Code for unfired pressure vessel, labeled for 125 psig, angle iron legs, tappings, boiler-type gauge glass. 2.21 BOILERS A. General Description: Furnish and install Kewanee Classic III Scotch Marine Package Boilers for oil firing, with output ratings as shown on the drawings. The units shall be designed for hot-water service. Units designed for steam and converted to water service are not acceptable. The units shall be three-pass scotch design with rear smoke outlet. Boilers shall be constructed in aooardanoe with ASME Code 110 lbs. water (250°Finax;�Boiler to operate at 220°F max. Supply and return openings shall be,located on the top centerline of the shell. The return tapping shall be provided with a diffuser to insure proper internal circulation and to prevent impingement on hot internal surfaces. A„refractory-lined access_ opening, with pyrex observation port, shall be _ . provided to permit inspection and/or entry into the rear combustion chamber; Access to the front tube sheet area shall be provided by full sized hinged doors, gasketed for gas-tight fit. Rear cleanout covers shall not be hinged or davited. Contra Costa County 0( )2W Detention Facility HEATING, VENTILATING, AND AIR CONDITIONING Section 15200--Page 24 2.18 WATER COIL A. Generals Water-type, factory-assembled, pressure- tested and shall have ratings certified in accordance with Air Conditioning and Refrigeration (ARI) standard. B. Manufacturers Trane or equal by Pace or Aerofin. C. Constructions 1. Coil Tubings Copper with minimum of 025" wail thickness and pitched within casing for positive drainage. 2. Fins: Aluminum individually spiral wound on tube or corrugated plate type bonded' to tubing. 3. Casings: Minimum 16-gauge galvanized steel of channel construction, flanged and punched for mounting to air-handling unit casing or ductwork. 4. Tube Sheets: Minimum 14-gauge galvanized steel. Unsupported tube length shall not exceed 45" on individually finned tubes and 60" on plate-type finned tubing. 5. Headers shall be copper with brass fittings mounted outside the air stream, with brazed coil tubing connections, supply and return connections,- vent and drain connections. Supply and return-connections on the same end. Vent and drain connection provided with valves. D. Water Flows Coils designed to permit air and water counter flow with supply and return connections on the same end. E. Pressure Test: Coils factory-pressure tested with air 200 psig minimum with coil submerged in water. Contra Costa County 0 K'1 Detention Facility UK MY HEATING, VENTILATING, AND AIR CONDITIONING Section 15200--Page 23 M. The following levels of contamination of chiller compressors is the maximum allowed by Contra Costa County with samples taken of startup, 6 months, and 1 year. If oils show above the following specifications, Contractor shall make the necessary corrections within 5 days or Owner will make corrections and change the Contractor. Contra Costa County will take. all samples. 1. TAN (Total Acid Number) .05 or higher will require the oil and system driers to be changed. The only exception will be those oils which, due to a reaction with normal testing methods, give a false reading-- a list may be obtained from Commercial Air Conditioning. 2. Viscosity reading of less than 75• of manufacturers recommended viscosity will require a check of crank- case heaters and expansion valve settings where applicable. Change oil, filter and drier. 3. Wear metal readings of over 5 parts per million above the readings of new oil will mean that the oil and oil filter will be changed. 2.16 FINTUDE CONVECTORS A. Trans, Pace,Slantfin, Vulvan,or appsrovedequal. Extended surface 1" copper with 14-gauge steel enclosure with end cap, trim strip, and shall be installed as detailed. Sizes, capacities, and types shall be as shown on plans and schedules. Heating medium shall be hot water. . Baked-enamel color finish to be selected by Architect. Hinged access doors with tamper-proof locking device. B. Radiation Specialties: Each radiation .section shall be fitted with a balancing fitting—Sarco, Dell & Gossett, or approved equal--and shutoff valve as detailed. 2.17 HOT WATER HEATER Manufactured by Ace, or approved equal] 125 psi; ASME construction; horizontal type; model number and dimension as shown on drawings] Field Fero-line. Tank shall be factory equipped with a heat exchanger, model and capacity as shown on drawings. Heat exchanger shall be constructed of 3/4" O.D. copper tubing, bronze tube sheet, copper supports and baffles, and fabricated steelhead. Contra Costa County Detention Facility 00288 HEATING, VENTILATING, AND AIR CONDITIONING Section 15200--Page 22 transformers, mounted tapped current transformer for load limit relay, mounted 3 phase oil pump starter, and solderless interlock to hold oil pump starter on line whenever main contactor is closed. Provide separate overload protection for each starter, factory is _prewired in enclosure after main switch. 1 Starter to have Monitoring Overload Relays (MOR's) for ! phase and low voltage protection. I H. Capacity Control: Accomplished through automatic positioning of guide vanes within the compressor suction. Modulate machine capacity in response to changes in leaving chilled water temperature. Provide device to limit maximum current draw to any selected value between 40 and 100 percent of full load amperes. I. Safety Control: Provide the followings 1. Condenser high-pressure cutout. 2. Elapsed 'time meter. 3. Motor winding high-temperature cutout. 4. Refrigerant low-temperature cutout. 5. Differential oil pressure control. 6. Chilled water low-temperature cutout. 7. Purge switch and pilot lights. B. Condenser, evaporator, lube oil and purge drum gauges. 9. Oil pump automatic-manual switch. 10. Control to insure no-load starting of compressor. 11. Timer to prevent machine starting more than once every thirty minutes. J. Charge of Oil and Refrigerant: Provide and maintain for 180 days after Owner's acceptance of the equipment. Provide start-up supervisipn"and owner instruction by the manufacturer. K. Misc. : Provide water connections to oil cooler and such other water supply and drain connections as are required. 120 volt control transfoYner. L . 480V main disconnect, 3-ph., 3-wire shall be built into enclosure fcr local shutdown. Contra Costa County 00267Detention Facility HEATING, VENTILATING, AND AIR CONDITIONING Section 15200--Page 21 2.15 CENTRIFUGAL WATER CHILLERS A. General: Factory built hermetic unit consisting generally of motor-compressor, cooler, condenser, economizer, motor-driven lubricating system, automatic purge system, machine controls and starter. Conform to ASA B9-1 Safety Code and ANI 550-66 for centrifugal water chillers. B. Manufacturer: Trane or equal by Carrier or York. C. Compressor: Hermetic type. Accessible main bearings thrust bearings and oil pump. Force feed lubricating system with oil filter, cileooler andoil feeder. Autcuatic capacity reducing device down to 10% of design load without surging. D. Condenser and Water Cooler: Shell of welded steel construction with finned copper tubes. Cleanable type condenser. Designed for ASME and ASRE Standard 15-58 for 150 prig working pressure for condenser and 150 psig for evaporator. Insulated water cooler and water box and all chilled water areas. Rupture disc in evaporator. Contractor to pipe to outside of building. minimum suction temperature to be 32°F. Maximum tube water velocity 11 fps. E. Purge System: Purge pump with necessary appurtenances to automatically purge air and water from system, and to return refrigerant to main system. Complete piping. Separation chamber for the collection and removal of water from the system. An indicator light mounted in a conspicuous location to indicate operation of the purge pump. F. Motor: Hermetic, squirrel cage type, •3600 RPM. G. Starter: Star-Delta closed transition type starter mounted in a freestanding NEMA 1 enclosure with front access and bottom cable entry. Contactors ' shall be of the air breaker type designed to carry the overload trip current on a contiuous basis and designed to break the locked rotor current repeatedly without damage. The starter to be equipped with a voltmeter, ammeter, 3 inverse time magnetic overloads, 2 KVA fused control Contra Costa County Detention Facility . 0028 .. r.. .. ._. ., r r ._. ..,_a h•_ s._..-_ �z ._a U.T €. ..-.ry_. _...=�?"a''1T`�'ar'�:.t,Lt.ki..�l��t'erL,��i3:. ._.�'��. HEATING, VENTILATING, AND AIR CONDITIONING Section 15200--Page 20 2.19 PIPE AND FITTINGS A. Chilled, Hot Water and Condensor Water Piping: 1. Pipings General Service, Grade A, seamless black steel, Schedule 90. 2. Fittings: 2" and smaller, 125 lb. cast iron, screwed or standard weight Grade B seamless steel, , long radius butt welding pattern. 2-h" and larger, standard weight, Grade B, seamless steel long radius butt welding pattern. B. Indirect Drains: 1. Pipings Type L copper tubing, hard temper cold drawn. 2. Fittings: Wrought copper solder sweat type with adapters where copper tubing connects to IPS threaded connections. C. Welding Fittings: Factory made, job site mitered joints will not be acceptable. Weldolets may be used in lieu of welding tees where branch pipe is at least two sizes smaller than the diameter of the main pipe. D. Pipe and Fittings: Black, beveled ends on butt welding fittings. Beveled or square cut ends as required on piping. Contra Costa County : Detention Facility '002813 HEATING, VENTILATING, AND AIR CONDITIONING Section 15200--Page 19 2. Duct shall be lined as follows: Service Thickness Duct liner where shown on drawing l" Exceptions No additional liner required in circular duct with liner. 3. For low pressure ductwork, adhere liner, (with coated side facing air stream) , to all interior sides of duct with minimum 1009 coverage of a suitable fire retardant adhesive. In addition to adhesive use mechanical fasteners of Graham "Weld" pins on maximum 15" centers on all sides, top and bottom of duct. Coat cap of fasteners with a brush coat of a fire-retardant insulation coating. Start fasteners within 3" of the upstream transverse edges. For medium pressure application, weld pin spading shall be 10" on center maximum in lieu of 15". d. All joints tightly butted adequately sized to assure continuity of 'surface. 5. Use metal nosing to protect leading edges of linear insulation. Caulk all joints with a fire retardant mastic to keep moving air from getting behind the insulation. All exposed leading edges and transverse joints shall be coated with adhesive. I. Water Chilling Unit Coolers: 1. Two-inch thickness fibrous glass board, minimum 6 lbs. density cut and mitered to fit curvature of equipment and joints pointed with cement. Insulation on heads to be removable without disturbing insulation. Apply two 1/811 coats wet of Benjamin Foster-30-35 reinforced between coats with glass fabric. Finish coat to be toweled smooth for painting. J. Chilled Water Pumps: Insulation sameas specified for Water Chilling Unit Coolers. Insulation board built around pump housing and fabricated for removal and reuse without damage to insulation. Finish with presized glass cloth over vapor barrier. Contra Costa County /� Detention Facility 004 HEATING, VENTILATING, AND AIR CONDITIONING Section 15200--Page 18 F. insert Sections: 1. Insert section installed on insulated piping located centrally under each hanger where the insulation rests on the hanger. Vapor barriers and jacketing continuous over insert. 2. Inserts shall be hydrous calcium silicate pipe insulation of rigid formed plastic pipe insulation in half sections 2" longer than the protection shield being used. G. Apply insulation as listed in the following schedules 1. Insulation Type GFM (Glass Fiber Molded) Service Thickness Heating Hot Water Supply & Return 1" and smaller 3/4" 1-1/4" thru 4" l" 5" and larger 1-1/2" 2. insulation Type GFV8 (Glass Fiber, Vapor Barrier) Chilled Water Supply i Return 4" and smaller 1" 5" and larger 3. Insulation Type GFBJ (Glass Fiber Blanket Vapor Barrier) Supply Air Duct Exposed in Equipment Rooms Supply Air Duct in Conditioned Areas. 1" Supply Air Duct in Non- Conditioned Areas H. Rigid Duct Liners 1. Owens-Corning "Duct Liner Board" board insulation 3 lbs./cu. ft. density glass fiber with a neoprene coating to prevent erosion and flaking of the lining and to prevent harbor of germs. Liner shall have a maximum K factor of 0.23 at 750 mean temperature and fire hazard classification of Contra Costa County Detention Facility HEATING, VENTILATING, AND AIR CONDITIONING Section 15200--Page 17 4. End of pipe insulation sealed off with fire I retardant vapor barrier adhesive at all flanges, valves, fittings and at not more than 21-feet of continuous runs of pipe. 5. Fittings, valves, and flanges insulated with factory formed material and of the same thickness as the adjoining pipe. Fittings and valves insulated with molded fiberglass insulation securely wired in place. Finish with a fit" smoothing coat of hard setting finishing cement. Flanges insulated with sectional pipe insulation extending a minimum of 1" beyond the ends of the bolts. Bolt area filled with mineral wool cement. 6. Apply over the entire insulated area a layer of fire retardant fiberglass glass cloth. The laps adhered with fire retardant adhesive and the entire outer surface shall receive one flooding brush coat of the adhesive. 7. Direct contact with pipe and hanger is not acceptable. Hanger shall fit outside of sheet metal protection shield which shall cover an insert section of high density insulation. The vapor barrier shall be continuous behind the saddle or shall be lapped over the saddle and securely cemented thereto. E. Type GFBJ, Fiberglass Blanket Duct Insulation with Jacketing: 1. Owens-Corning "ED 100" flexible blanket insulation 1 lb./ cu. ft. density glass fiber with reinforced foil and paper facing (FSK) . Maximum K factor 0.28 at .750 F. mean temperature. Jacketing shall be pre-sized glass cloth. 2. Insulation firmly wrapped around duct and lapped a minimum of 2" and secured with lagging adhesive. 3. All joints sealed with fire retardant lagging adhesive and 3" wide sealing tape adjered with lagging adhesive. -Insulation fastened with 16 gauge copper wire, 12" on center and metal corner angles adhered to the corners with lagging adhesive. 4. Ductwork finished with a pre-sized fiberglass cloth jacketing applied over the vapor barriers and sized with the fire retardant lagging adhesive. Contra Costa County WW Detention Facility 1111.IC I HEATING, VENTILATING, AND AIR CONDITIONING Section 15200--Page 16 2.13 INSULATION, LINING AND COVERING A. Generals Conform to NFPA Section 90A, with special regard to the fire hazard classification requirements of NFPA No. 255, latest revision, including vapor barriers and adhesives. Possess a flame spread rating of not over 25, fuel contributed rating of not over 50 and a smoke developed rating of not over 50. B. Manufacturers Owens-Corning or approved equal by Johns-Manville or Certain-teed. C. Type GFM Glass Fiber Molded Insulations 1. Insulation used for hot pipes as scheduled. 2. Owens-Corning FIG 25 Heavy Density ASJ SSL" molded glass fiber, with a maximum K factor of 0.23 at 750 F. mean temperature with factory applied jacket and self-sealing adhesive. 3. Cement longitudinal lap and 4" wide joint seal strips neatly in place with fire-retardant adhesive.. 4. Insulate fittings, valves, and flanges with the same material and of the same thickness as the adjoining pipe. Fittings and valves insulated with molded fiberglass. Fittings, or fabricated mitered segments of pipe insulation securely wired in place. Mitered segments only covered with a k" coat of hard setting finishing cement. Flanges insulated with sectional pipe insulation extending a minimum of 1" beyond the -- ends of the bolts. Bolt areas filled with mineral wool cement. _ D. Type FGVB, Glass Fiber Insulation with Vapor Barrier: 1. Insulation used for cold pipes as scheduled. 2. Owens-Corning "F/G 25 Heavy Density 'ASJ SSL" molded glass fiber, with a maximum K. factor of 0.23 at 750 F. mean temperature with factory applied fire retardant vapor barrier jacket, and self-sealing cap. 3. Longitudinal lap and 4" wide joint seal strips neatly adhered 'in place per manufacturer's recommendations. Contra Costa County Detention Facility (0281 a HEATING, VENTILATING, AND AIR CONDITIONING Section 15200--Page 15 3. Return and Exhaust Registers: Tuttle & Bailey T117DG. 4. it " Grilles: Tuttle & Bailey T110DG. S. Sill Grille: Tuttle & Bailey 4100-F0. Note: All outlets in security areas to be installed with Holt tamperproof screws or equal. D. Unsecured Areas: 1. Ceiling Diffusers: T&B ME 17 OBD. 2. Supply Registers: T&B #T647. 3. Return & Exhaust Registers: T&B #T77D. 4. " " " Grilles: T&B #T70D 5. Dayroom & Main Lobby Adjustable Diffusers: T&B DAE 140BD. 6. Sidewall Supply Registers to be Connor CV-74-BPG. E. Manufacturers Tuttle & Bailey and Tempmaster, or equal by Anemostat, Kruger, or Titus. Cataloq numbers indicate ✓types selected for design.''' F. Finish: 1. Ceiling Diffusers, Registers and Grilles: Baked off-white enamel. 2. Sidewall Registers and Grilles: Factory applied prime coat. 3. Linears: Dull black. Contra Costa County ' !ll�iC pn Detention Facility HEATING, VENTILATING, AND AIR CONDITIONING Section 15200--Page 14 7. Return and Exhaust Duct: Model,119BAvertical only) . 8. 3-Hour Partitions: Model 319C (Supply) ; Model 319E (Return or Exhaust) . 9. Fusible Links: 1600. C. Smoke Dampers: The design and construction in accordance with NFPA Pamphlet No. 90A. Motor operated, interlocking blade type. 1. Frames: Galvanized steel with 10-gauge galvanized steel sleeve with provisions for securing building structure and attaching to ducts. i 2. Operator: Pneumatic motor. 3. Provide dampers with a permanent type identification. D. Backdraft Dampers: Extruded aluminum construction with vinyl blade edge seals and blade ends overlapping frame. 2.12 AIR DISTRIBUTION EQUIPMENT • A. Performance: Provide required air throw and spread without excessive drafts or noise in ventilated and air conditioned areas. Provide all acessories required to effect these conditions. Grilles, registers, extractors or diffusers causing excessive drafts or noise shall be replaced. Performance ratings certified per ADC. B. Painting: Paint dull black behind all grilles, registers, and diffusers so that no metallic part will be visible from the exposed side. This will include registers, sheet metal ducts, boxes, slots, etc. C. Security Areas: i 1. Ceiling Diffusers: Tuttle & Bailey ME with stamped .steel face - #7 OBD. 2. Supply Register: Tuttle & Bailey T110DG vertical face j bars with BTF grid, M7 OBD. i Contra Costa County ! NN1144]] Detention Facility 00279 1 HEATING, VENTILATING, AND AIR CONDITIONING Section 15200--Page 13 2.11 DAMPERS A. Volume Control Dampers: 1. Single-Blade Splitter Dampers: 16-gauge galvanized steel, hinged at one end with 3/8" square rod with position indicator, Ventlok #640, or equal by Duro-Dyne. 2. Single-Slade Butterfly Damper: 16-gauge steel with 3/8" square rod and position indicator, Ventlok {640 or equal by Duro-Dyne. Multi-blade damper used for duct width over 14". 3. Opposed-Blade Dampers: a. Frame: 12-gauge steel channel, 2" wide, 1/2" web-welded throughout. b. Blades: Reinforced with triple 1" diameter beading. Secured to square or rectangular shafts which turn in teflon or bronze bearings. Maximum blade width 8". c. Seals: Felt on sealing edge of blades and blade to frame stop. B. Fire Dampers: Design and construction in accordance with NFPA 90A and UL listed. Interlocking blade type. 1. Manufacturer: Air Balance or equal. 2. Galvanized steel frame with galvanized steel sleeve of minimum thickness of duct sheet metal. Pro- visions for attaching to' ducts• and securing to building structure. 3. Provide.dampers with permanent.-type identification. 4. Ceiling Fire Dampers: Model FD30. S. Horizontal Dampers: Blades parallel to short dimension - Model 119A. 6. Low and high pressure supply duct 1008 free area, blades and guide channels out of the - air stream. Model 119C (vertical only) . Contra Costa County W111 7V Detention Facility lJl 1 HEATING, VENTILATING, AND ASR CONDITIONING Section 15200--Page 12 3. Inner wall shall have perforations of approximately 3/32" diameter and percentage of open area shall be approximately 228. 4. Inner Wall: Supported by metal space welded in position. E. Access Doors for Circular Ducts United Sheet Metal type AR-W. 2.10 INSULATED FLEXIBLE DUCTWORK A. Generals Factory pre-insulated, spiral reinforced fabric type, permanently bonded to an interior liner, and sheathed in a seamless exterior vapor barrier jacket. B. Manufacturers Owens-Corning "INL25" or approved equal, for low-pressure application. United-Flex AL006-150 or equal for medium pressure application. C. Fittings All round duct takeoffs from low velocity rectangular duct mains provided with a manual balancing damper. Damper provided with a lever-position indicator and a positive-locking device. D. Duct suitable for pressures and temperatures involved, shall be Underwriters' Laboratories, Inc. listed and shall meet the requirements for NFPA 90A with a flame-spread of 25 or less and a smoke-developed rating of 50 or under. E. Insulations. Insulation shall be one inch thick fiberglass with density of one pound per cubic foot. The end sections of duct shall be provided with sheet metal couplings or "Panduit" clamps with insulation completely sealed from air stream. Contra Costa County Detention Facility UQ '71. HEATING, VENTILATING, AND AIR CONDITIONING Section 15200--Page 11 F- The units shall be equipped for constand and/or variable volume operator(s) as indicated. Mixing valve and variable volume operators shall be furnished and installed by unit manufacturer. A calibrated minimum air volume adjustment mechanism shall be provided for variable constant volume units, accessible through a quick-opening panel. G. Hot water heating coils factory mounted with capacities as shown for reheat boxes. Construction to be aluminum plate-fin, copper tube serpentine type with sweat connections, tested at 250 psi air pressure under water. 2.9 DUCT MATERIALS A. Galvanized Steel Sheet: First quality cold rolled, galvanized open hearth soft steel sheets, capable of double seaming without fracture, meeting ASTM 526-64T. B. Aluminum sheets shall meet requirements of ASTM B209-64, 2, 1.4, mill finish. C. Circular Ducts and Fittings: Galvanized steel of spiral construction as manufactured by United ` Sheet Metal or equal by Peabody & Wind or Spiromatic. Corrugated or flexible metal duct, or shop-fabricated circular ducts will not be accept- able. D. Circular and Flat Oval Ducts with Liners United Sheet Metal Acoustic K27PM or equal by Peabody & Wind or Spiromatic. 1: Duct: Double-wall construction consisting of galvanized steel outer and inner wall with layer of 1" thick fiberglass insulation between walls. Inner face of insulation coated or faced with mylar film to prevent erosion. 2. Insulation shall have the following UL rating: a. Flame Spread: 10-20. b. Fuel Contributed: 10-15. c. Smoke Developed: 0-20. �+ Contra Costa County n`� j�j� Detention Facility . Vl ICe HEATING, VENTILATING, AND AIR CONDITIONING Section 15200--Page 10 2.0 AIR CONTROL BOXES A. General: Lb-.pressure terminal units, corrosion- proof, thermally and acoustically insulated coated steel casing, low-pressure drop, self-balancing mechanical air volume regulator, round or rectangular inlet collars and rectangular flanged outlet collar. Calibrated volume setting mechanism shall permit accurate field adjustment of maximum air volume. Service panels shall give access to regulator. Leakage through casing shall not exceed 3% of design volume when installed with 4" WC upstream and 1" WC downstream of volume regulator. B. Manufacturer: Tuttle & Bailey, or equal by Anemostat, Connors, or Titus. C. Thermal and acoustical insulation minimum 1/2" thick, 2 lb. density glass fiber, surface and edges coated to prevent flaking or erosion. D. Volume regulators of the mechanical type with instantaneous compensation for system static pressure fluctuations, completely independent of volume setting mechanism. Regulator shall maintain +5t of constant setpoint volume with inlet static- pressures between minimum and 4" WC. E. Unit manufacturer shall furnish certified sound power levels for both discharge sound and casing radiated sound, tested in accordance with ASHRAE Standard 36-72. Sound power level shall not exceed the values shown below: OCTAVE BAND CENTER FREQUENCY- H2 63 125 250 500 1000 2000 4000 8000 PWL (dB re: 10-12 62 58 52 50 48 48 48 50 Watts) Contra Costa County 7� Detention Facility "t1U2' HEATING, VENTILATING, AND AIR CONDITIONING Section 15200--Page 9 2.7 SOUND TRAP A. General: Factory-assembled unit, tested and certified by an independent acoustical testing laboratory. B. Manufacturer: Industrial Acoustics Company "Quiet-Duct Silencer", or equal by Koppers or Rink Corporation. C. Constructions 1. Casings not lighter than 22-gauge galvanized steel and baffling not less than 26-gauge perforated galvanized steel in accordance with ASHRAE Guide recommended construction for high-pressure ductwork. Seams shall be locked form and mastic filled. 2. Acoustical Fill: Inorganic long-fiberglass or mineral-fiber packed under not less than 51 compression, and have a flame-spread classification of 25, smoke development rating 0, and fuel contribution 20. 3. All sound traps on discharge side of air- handling units shall have 0.5 mil mylar facing on the insulation to prevent erosion and pregnability of acoustic fill. D. Acoustical Performance: Sound trap tested by an independent testing laboratory and shall certify that units meet acoustical ratings: ,., Contra Costa County ti- Detention Facility 0(12' HEATING, VENTILATING, AND AIR CONDITIONING Section 15200--Page 8 Y 2.5 MISCELLANEOUS FAN UNITS Axial Flow—Sheet metal housed with cast fan wheel consisting of radially projected air-boil blades, motor drives, duct equalizer, and fan supports. 2.6 AIR FILTERS A. Generals Filters shall be furnished complete with media,extruded aluminon francs for field-erected bank and certified to meet design requirements. B. Manufacturers Cambridge or equal by Farr or American Air Filter. C. Medium Efficiency—Replaceable Media Filters 1. Filter shall be Cambridge Equi-Flor cartridge type replaceable media for fire-resistant glass fibers with sealed pleats and seams. 2. Media shall have a minimum effective area of 56 square feet for the 24" x 24" x21" filter. 3. Filter shall have a rated average efficiency of 50-55% in accordance with ASHRAE standard 52-68 Test Method using atmospheric dust. It shall meet UL 900, Class 1. 4. Provide magnehelic filter gauge at all filter banks. 5. Install temporary construction filters before. any fans or air units are started. Remove construction filters before final acceptance. No system shall be operated without main filters in place. y Contra Costa County Detention Facility 1 c S g HEATING, VENTILATING, AND AIR CONDITIONING Section 15200--Page 7 2.4 UTILITY FANS J A. Fans shall be quiet-operating, centrifugal backward- inclined, forward-curve or radial type, as indicated on drawings, statically and dynamically . balanced, tested and rated in accordance with standard test code of AMCA and shall bear AMCA label. B. Manufacturers Trans, or equal by Pace or Barry or McQuay. C. Fan wheels secured to accurately ground ridid steel shaft carried in self-aligning bearings. All bearings provided with conveniently located lubrication.points. A drain hole provided at bottom of housing with threaded plug. Wheel and housings shall have rust-resistant finish. D. Fans shall be belt-driven or direct drive as indicated on drawings. F. Fan drive and motor mounting integral with fan unit and provided with hood enclosing motor and drive. Hoods of units for outdoor installation shall be weatherproofed. Motor shall have adjustable mounting base. Fan drives for belt-driven units shall be V-belt type. G. Inlet screen of 1/2" galvanized wire mesh shall be provided on fans with open inlet. H. Kitchen .hood exhaust fan shall be provided with non-sparking wheels and components as required by latest codes. Contra Costa County Detention .Facility 002vi2 HEATING, VENTILATING, AND AIR CONDITIONING Section 15200--Page 6 2.3 AIR-HANDLING UNITS A. General: Factory-fabricated and assembled air-handling equipment, sections as required for fans, coils, filters. Internal vibration isolation mounts, electric-motor drives, flexible connectors and V-belt drives. B. All applicable features specified for centrifugal fans apply to this equipment—including AMCA label, wheels, shafts, motors, etc. C. Manufacturer: Trans, or equal by McQuay or Pace. D. Pan Sections Centrifugal blower in galvanized steel housing, ball bearings, housing internally insulated with one-inch,' 1-1/2 pound density coated fiberlgass. Motor mounted on adjustable motor base. Lubrication fittings shall be extended to outside of housing for easy access•--typical all units. E. Coil Sections Coil section with coils, drain pan. Coil specified elsewhere, but installed as part of factory-fabricated unit. Cooling coils and/or heating coils as noted on drawings. F. Filters: Filters shall be as-specified elsewhere. G. Drives: - Drives shall be as specified elsewhere., Contra-Costa County , Detention Facility "V27 HEATING, VENTILATING, AND AIR CONDITIONING Section 15200--Page 'S sizes being furnished and conducted in accordance with current AMCA standards. Such data is to define sound power levels (PWL) , re: 10-12 watts for each of the eight frequency bands. Estimated data will not be acceptable. 2.2 CENTRIFUGAL FANS A: General: Quiet-operating, centrifugal air foil, backward inclined or forward curve type as indicated on drawings, statically and dynamically balanced, tested and rated in accordance with standard test code of AMCA and bear AMCA label. B. Wheel and housing constructed with heavy-gauge welded steel with rust-resistant finish, adequately braced to minimize vibration. A drain hole provided at the bottom of housing with threaded plug. C. Shafts accurately ground solid steel and sized to accommodate critical speed at least 25% greater than fan design speed. Shafts coated with rust-preventative compound which may be removed with common solvents. D. Bearings: Self-aligning ball or roller-type with average L-10 life of 200,000 hours. Fans in air-handling units provided with extended lubrication lines to air handling unit casing walls. E. Fan Drives: V-belt type, motor-open, drip-proof type, mounted on adjustable base. F. Fan and motor mounted on an integral structural steel base.. G. Inlet screens of 1/2" galvanized wire mesh provided on fans with open inlet. Contra Costa County 0270 Detention Facility HEATING, VENTILATING, AND AIR CONDITIONING Section 15200--Page 4 2. Motor shall be equipped with ball bearings AFEMA "PP", with 8-10 life, Class "F", insulation using thermo-setting insulating varnish fortified with water repelling silicone to allow operation up to 95°C rise over 40°C ambient. External copper grease leads for lubrication of motor bearings shall be provided by fan manufacturer. 3. Fan motors shall be NEMA standard, totally- enclosed air-over, "C" face, flanged mounted, squirrel-cage induction, single-speed, single-winding, continuous-duty variable torque. 4. A conduit box shall be mounted on exterior of fan casing and lead wires from motor conduit box shall be protected from air stream by being encased in an air-tight metal conduit pipe. J. Where indicated on drawings, each fan shall be provided with a casing extension inlet bell, screen, or cones fabricated by fan manufacturer. K. All axivane fans shall be provided with supports for horizontal mounting which shall be bolted to inlet and discharge flanges of fan. Supports shall be cross-braced with angle braces to prevent misalignment and add structural rigidity. L. Provide companion flanges. to receive, sheet metal duct or flexible connectors. Compansion flanges shall be of same thickness as fan flanges and be provided by fan manufacturer. M. Fan manufacturer shall furnish published performance curves and. such data is to be based on tests in accordance with current MICA standards and in an AICA-approved laboratory. Manufacturer shall also submit published sound- power level data based on actual test on the fan Contra Costa County ,,,.Detention Facility 00 HEATING, VENTILATING, AND AIR CONDITIONING 1 Section 15200--Page 3 D. All fans, pumps, and like items and drives that are not belt-driven shall be aligned with dial indicator to .005 tolerance, maximum. E. After equipment is aligned in proper place, drill, ream, and dowel two corners of drive and driven. Use taper dowel pins. F. Fan rotor hub and blades shall be of cast aluminum construction. Hub to be cast of 1356-T5 aluminum alloy, heat-treated, and blades shall be of 1356 aluminum alloy. Fan blades shall be airfoil-shaped for maximum efficiency. G. Fan blades shall be automatically controllable through the design pitch range to vary column and pressure characteristics across this range. Each blade must be indexed marked for various pitch settings and shall be capable of stepless control across complete pitch range while the motor is operating at -full speed. The blades in the controllable pitch hub shall be remote controlled by a pneumatic actuator furnished by the fan manufacturer. Provide control air pressure reducing assembly to regulate air pressure at 30 psig. H. Fan blades on adjustable pitch fans shall be individually (manually) adjustable through a pitch range as required by design and specification to vary volume and pressure characteristics across this range. I. Axivane fans shall be direct-motor-driven as indicated on Fan Schedule, as follows: 1. Fan rotor shall be whirl-tested to 125% of operating speed and shall be statically and dynamically balance on fan rotor shaft to a maximum tolerance, guaranteed in writing, of 1 mil double-amplitude at design operating speed. Contra Costa County Detention Facility nn'' p 0(4) D HEATING, VENTILATING, AND AIR CONDITIONING Section 15200--Page 2 C. Conform to all applicable rules and regulations of local and state codes. These include: 1. Administrative Code; and ! 2. Uniform Building Code. 1.4 RELATED WORK SPECIFIED ELSEWHERE A. Plumbing; 0. Electrical—Line voltage wiring, except as noted, starters, except as noted, and disconnect switches; C. Concrete work, foundations, and pads; D. Fire sprinkler system; and E. Smoke detection (Division 16000) . PART 2 - PRODUCTS 2.1 VANEAXIAL FANS A. General: Direct driven axivane fans, arrangement number 4, with motor inside fan housing and i fan rotor assembly attached directly to motor shaft. B. Manufacturer; Joy Manufacturing Company, or equal by American SF. C. Fan housing shall be hot-rolled steel, SAW 1020, with a minimum 1/411 thickness with 3/8" end flanges. Housing shall be continuously welded and shall be expanded by mechanical means to insure concentricity. Motor support plate shall be 3/4" plate steel and welded to fan housing by means of motor support ring and vanes. Contra' Costa County Detention Facility ful_161 .... .. .. ♦ ..- ♦.., a ,._5. .. # -..- .sT.4.."\^) 3r^`Y'.nn 1 ..rj.#Y-a� ,'`. x i HEATING, VENTILATING, AND AIR CONDITIONING Section 15200--Page 1 PART 1 - GENERAL 1.1 RELATED DOCUMENTS The general provisions of the Contract, including General and Supplementary Conditions, Division 1, General Requirements, and General Requirements for Mechanical Work, apply to the work specified in this Section. 1.2 SCOPE A. Work under this Section consists of furnishing everything necessary for and incidental to the execution and completion of all heating, ventilating, and air conditioning work, as indicated on drawings and specified herein. B. Included, but not limited to, the following: 1. Air handling systems; 2. Mechanical ventilation and exhaust systemsl 3. Chilled water piping system; 4. Heating hot-water piping systems; 5. Temperature control systems; 6. Low voltage wiring and connections; and 7. Miscellaneous steel work, floor sleeves, slots, inserts, and plates. 1.3 GENERAL REQUIREMENTS A. Conform to all applicable requirements specified under Section 15010, GENERAL REQUIREMENTS FOR MECHANICAL WORK. B. Conform to all applicable electrical requirements specified in Division 16000. Contra Costa County 00ops Detention Facility GENERAL REQUIREMENTS FOR I-JECIIANIC)IL WORK Section 15010--Page 62 3.11 LUBRICATION Upon completion of work and before turning over to Owner, clean and lubricate all bearings except sealed and . permanently lubricated bearings. Use only lubricant by manufacturer. 3.12 NOISE AND VIBRATION Entire system, including equipment, air ducts, pipes, motors, and all other parts must be noiseless and free of vibration transmission. If noise or vibration, as a result of installation, occurs in building, correct these conditions at no cost to Owner,. 1.13 DAMAGE BY LEAKS Be responsible for damage to any part of promises caused by leaks in pipe or fixtures or equipment installed under applicable section for the period of 12 months from •the date of acceptance of work by owner. All piping shall be flushed clean before final connection is made. After flushing all strainers shall be removed and cleaned. This shall be done with an inspector present. Contra .Costa County Detention Facility GENERAL REQUIREMENTS FOR MECHANICAL WORK Section 15010--Page 61 3.09 PIPING SYSTEM IDENTIFICATION Identify all exposed piping or insulated piping with arrows showing direction of flow on finished pipe or insulation. Exposed piping or insulation means where exposed to view from floor, ladder, above accessible ceilings, accessible shafts or other furred spaces. 3.10 PROTECTION, CARE, AND CLEANING A. Provide adequate means for, and fully protect, all finished parts of materials and equipment against physical damage from whatever cause during progress of this work and until final completion. S. During construction, properly cap all lines and equipment nozzles so as to prevent entrance of sand, dirt, etc. Protect equipment against moisture, plaster, cement, paint or other work of other trades by covering it with polyethylene sheets. Floor .. drains should be sealed. C. After installation has been completed, clean all systems. D. Piping, Ductwork, and Equipment to be Insulated: Clean exterior thoroughly to remove rust, plaster, cement, and dirt before insulation is applied. E. . Piping, Ductwork, and Equipment to be Painted: , Clean exterior of piping, ductwork, and equipment, exposed in completed structure, removing rust, plaster, cement and dirt by wire brushing. Remove grease, oil, and similar materials by wiping with 'clean rags and suitable solvents. Touch up primer coat as required. F. Motors, Pumps and Other Items with Factory Finish: Remove grease and oil, and leave surfaces clean and polished., G. Plumbing Fixtures: Clean and polish fixtures immediately prior to final inspection or Owner's occupancy. Clean floor drain grates, check each fixture to insure against trap stoppage. OWO`�� Contra Costa County Detention Facility GENERAL REQUIREMENTS FOR MECIIANICAL WORK Section 15010--Page 60 E. Seismic Restraints: 1. Generals All seismic restraints must be installed and adjusted so that equipment and piping vibration isolation is not degraded by utilization of restraints. 2. Supported Equipment: a. Each vibration isolation frame for supported equipment shall have a minimum of 4 seismic snubbers mounted as close as possible to vibration isolators and/or frame extremities. b. Care must be taken' so that a minimum 1/8" air gap in seismic restraint snubber is preserved on all sides in, order that vibration isolation potential of isolator is not compromised. This requires, that final snubber adjustment shall not be completed until vibration isolators are properly installed and installation approved. 3. Suspended Equipment and Piping: The bracing must be installed so that there is a minimum 1/4" clearance between the pipe and bracing member. 3.08 IDENTIFICATION OF VALVES A. 'Provide tags on valves all installed. Attach to. to valve with brass chain. B. Tags: 1-1/2" diameter brass disc stamped with 3/8" high letters .indicating type of service and valve number. Show N.O. or N.C. with service. C. Abbreviations: Same as for pipe identification. D. Directions; Provide 2 typewritten charts assembled in a 3-ring binder showing valve numbers together with their locations and use. Mount one typed schedule on metal frames and install as directed by Architect. Contra Costa County 0+ #1 Detention` Facility 0463 .. .. a ,,,x_.S.N..'"S,_. s _. c-, .._'',� .,;—. ... p ..-*,s,-r ., x."-,t'vs>I.L.h°��+�'..�.+45•,�Yn.si�1.+�e:rY ..CA�'', �'�i..•;�"f . GENERAL REQUIREMENTS FOR MECHANICAL PORK Section 15010--Page 59 i bearings. In order to meet this objective, equipment and piping shall be maintained in a rigid position during installation. Load shall not be transferred to isolator until installation is complete and under full operational load. Contractor shall correct, at no additional cost, all installations which are deemed defective in workmanship or materials by the Architect. B. Equipment Isolator Installation: Equipment to be isolated shall be supported by a structural steel frame or by brackets attached directly to the machine where no frame is required. Brackets shall be provided to accommodate isolator and provide a mechanical stop as shown on drawings. Vertical position and size of bracket shall be specified by the isolator manufacturer. Operating clearance between • bracket and pad or floor shall be 3/8" +1/16". Minimum operating clearance between frame and pad or floor shall be 1". Frame shall be placed in position and brackets supported temporarily by 3/8" shims prior to installation of machine or isolators."'• After entire system installation is completed and under full operational load, isolator shall be adjusted so that load is transferred from shims to the isolator. When all isolators are properly adjusted, shims will be barely free and shall be removed. Thereafter, shims shall be used as a gauge to check that the 3/8" clearance-is maintained so that system .will remain free of stress. C. Piping Isolator. Installation—Vertical Riser or Horizontally-Supported Piping: Objective and installation procedure is similar to Equipment Isolator installation procedures. D. Piping Isolator Installation—Horizontally Suspended Piping: Isolators shall be installed with isolator hanger box as close as possible to structure. Isolators shall be suspended from massive beams, never from slab diaphragms between beams unless'. specifically approved. Hanger rods shall be aligned to clear hanger box. Load transfer isolators, when utilized, shall temporarily maintain piping in a rigid position until installation is complete and fully loaded. Contra Costa County 00Lsgetention Facility GENERAL REQUIREMENTS FOR MECHANICAL WORK Section 15010--Page 58 3.06 PIPE JOINTS A. Welded Piping: Make welds in a thoroughly first class, workmanlike manner by welders experienced in Piping work. Welders used in the work certified as having qualified within the preceding 6 months in I accordance with AWS standard qualification procedures. Grind out all welds with cracks, blow holes, parasites or other defects and replace at no additional cost to Owner. On lightweight piping, extreme care must be taken to prevent burning holes through the piping material. Piping with any such holes must t be removed and replaced. B. Screwed Piping: Cut with machine' cutter, hang pipe cutter, or carborundum pipe� wheel. Deburr with file or scrapper or pipe reamer. Do not ream to exceed I.D. of pipe and thread to ANSI 82.1 requirement. Use teflon tape on male thread prior to joining other services. No more than 2 full threads shall remain 'exposed after Joining. C. Copper Tubing: Cut square= remove burro and ciain pipe and inside of female fitting to a bright finish with steel wool, wire brush, sandpaper. Apply solder flux with brush to tubing. Provide dielectric unions at points of connection of all copper tubing and any ferrous piping and equipment. Joining for copper pipes: Piping' 3" and smaller: 95-5 solder. , Piping larger than 3"; Sil-Fos brazing or Easy Flow - 3.07 VIBRATION. ISOLATION A. General: Contractor shall not install any equipment or pipe which makes rigid contact with "building" unless it is approved in this specification or by Architect. "Building" *inoludes .slabs, beams, studs, walls, lath, etc. Installation- or 'use of vibration isolators must not cause' any change of .position of equipment or piping which would result in•stresses in piping connections or misalignment of shafts or - Contra Costa County etention Facility Wff GENERAL REQUIREMENTS FOR MECHANICAL WORK Section 15010--Page 57 J. Pitch pipe lines as required for proper drainage and elimination of air. X. Wire for hanging or strapping pipes not permitted. L. Support each run of pipe independently from all other piping. M. Equipment Access: 1. Install all piping, equipment and accessories to permit access for maintenance. Relocate piping, equipment and accessories required to provide maintenance access at no additional cost. No piping shall be installed in' a manner that may be hazardous. 2. Furnish access doors where any valves, motors, and equipment requiring access for servicing, repairs or maintenance are located in 'walls, chases or above ceilings. Coordinate the , location of acceos'doors with and installed by the applicable Contractor installing walls or ceiling. 3.05 EARTHQUAKE RESTRAINING DEVICES A. Scope: Provide earthquake restraining devices at .equipment and piping. B. Piping system: - Per NFPA No. 13, latest edition, Fig. 3168 and Table 3169 and:Title 17, CAC Require- ments, and UBC, latest edition. C. Anchors: Securely bolt in place to structure all equipment, tanks, isolators, hangers and similar items, Contra Costa County 111100 Detention'racility GENERAL REQUIREMENTS FOR MECHANICAL WORK i Section 15010--Page 56 M 3.04 INSTALLATION•OF PIPE AND EQUIPMENT A. Conceal all piping within finished rooms, unless otherwise noted on drawings. B. Cut pipe accurately to measurements established at building; work into place without springing or forcing; properly clear all windows, doors and other openings., Excessive cutting or other weakening of building structure to facilitate piping installation will not be permitted: C. Make all changes in direction with fittings. and changes in main sizes through eccentric reducing fittings. Unless otherwise noted, install water ,supply and return piping with straight side of eccentric fittings at top of pipe. D. Provide sufficient swing joints, ball joints, expansion loops, and devices necessary for a flexible piping system. E. Provide union and isolating valves on piping at all equipment or apparatus. Locate valves so that the , equipment can be removed without dismantling any branch lines. F. Install drain valves at all low points of each system to enable complete drainage, and air, vents at all , high points in piping system to enable complete air venting. _ . G. Support piping independently at pumps, coils, tanks, and the like so that its weight will not be supported by the ,equipment. H. Pipe all drains from pump glands, drip pans,' relief valves, air vents, etc., to spill over an open sight drain, floor drain or other acceptable discharge points, and terminate with a plain end, unthreaded pipe, 2" above the drain. I. Securely bolt in place to building structures, all equipment, isolators, hangers, etc. n Contra Costa County 004059 Detention Facility . . . •. .... ,. .. . . ,_ ,._.., � ,._gin k�=�.x �. GENERAL REQUIREMENTS FOR MECHANICAL WORK Section 15010--Page 55 E. Caulk space between sleeve and pipe or pipe covering, with an incombustible, permanently plastic, water- proof non-staining compound leaving a finished smooth appearance or pack with incombustible asbestos cotton or rope, or fibrous glass to within 1/2" of both wall faces and provide plastic, waterproof caulking compound. I. Finish and plates: Smooth up rough edges around sleeve with plaster. Provide 1" wide chrome or nickel plated plates on all pipes exposed to view, passing through floors, walls, partition, plaster furring, etc. Escutcheons sized to fit pipe and pipe covering and give a finished appearance'. Escutcheons held in place by set screws. Provide plates on pipe extending through sleeves. 3.03 EXCAVATION AND BACKFILLING A. Safety Requirements: Do all shoring and pumping necessary to protect excavation and safety of work- men. Comply with all' safety requirements of all applicable authorities. Protect excavations with barricades as required by applicable safety regulations. B. Excavation: Perform trenching, shoring, and back- filling required for proper laying of pipes. -Cut bottom of trenches to grade of pipe. Excavate bell holes. Provide bearing for entire length of lower third of pipe. Excavate rock to one foot below bottom of pipe and backfill with sand and pea gravel, well tamped. Trenches at least 12 inches wider than greatest diameter of pipe. C. Backfilling: Place and compact as specified. Cover no work until installation has been approved by- Architect. Provide 36" minimum cover for cast iron and steel pipe outside building.' Remove surplus materials qs directed. Contra Costa County n f1��lQ Detention Facility . VII�Ct L7 GENERAL REQUIREHENTS FOR MECHANICAL WORK Section 15010--Page 59 F. Provide sleeves as follows: Sleeve Location Sleeve material Interior Walls, #18 gauge, galvanized sheet Partitions metal. Membrane Waterproof Standard weight black steel Floor and Roof pipe with flashing clamp device Construction welded or threaded to pipe sleeve; Flashing clamp device Josam Series 26920. Non-Membrane Floor Standard weight black steel Construction pipe. Exterior Walls Standard weight black steel pipe with a continuously welded water 'stop of 1J9" steel plate extending from outside of sleeve•a minimum of 2" all around. .. Floors of Mechanical Standard weight black steel Rooms pipe. Extend sleeves through floors 2" above finished floors. Kitchen Use galvanized pipe in kitchen for sleeves. G. Length .of sleeves: Location Sleeve Length Floors Equal to depth of floor construction including finish. Extend min. of 2" above floor level in.finished area, and in pipe chases.' ' Roofs Equal to depth of roof con- including insulation.- Walls/Partitions Equal `to depth of- construction and terminated flush with finished surfaces, _ Contra Costa County ,�,5,,jj Detention Facility 001; ; GENERAL REQUIREMENTS FOR MECIIANICAL WORK Section 15010--Page 53 3. Where apparatus and equipment have been indicated on drawings, dimensions have been taken from typical equipment of the class indicated. Carefully check drawings to see that the equipment will fit into spaces provided. 4. Where equipment is furnished by others, verify dimensions and correct locations of this equipment before proceeding with roughing-in of connections. C. Responsibilitys Be responsible for any cooperative ' work which must be altered due to lack of proper supervision or failure to make proper provision in time. Such changes directly supervised by Architect and made to his satisfaction. 3.02 SLEEVES AND OPENINGS A. Provide sleeves for each pipe passing through walls, partitions, floors, and roofs. B. Set all pipe sleeves and inserts in place before concrete is poured. Coordinate the placing of these items to avoid delaying concrete placing operations. C. Locate all chases, shafts, and openings required for installation of mechanical work during framing of strucutre. Do any additional cutting and boring -required due to improperly located or omitted openings without cost to the Owner under the supervision of the Architect. D. Sleeves for uninsulated pipe two pipe sizes larger than pipe passing through or a minimum of 1/211 - clearance /2"clearance between inside of sleeve and outside of pipe. E. Sleeves for- insulated- piping of adequate size .to accommodate the full thickness of pipe covering with clearance for packing and caulking. Contra Costa' County Detention Facility I� GENERAL REQUIREMENTS FOR MECIIANICAL WORK Section 15010--Page 52 2. Each snubber shall be capable of restraint in all three mutually orthogonal directions. 3. Submittals shall include load versus deflection curves up to 1/2" in the x, y and z planes. Tests shall be conducted in an independent laboratory or under the signed supervision of an independent registered engineer. The snubber assemblies shall be bolted to the test machine as the snubber is normally installed. Test reports shall certify that neither the neoprene elements nor the snubber body has sustained any obvious deformation after release of the load. PART 3 - EXECUTION 3.01 DRAWINGS AND SITE A. Site Conditions: Examine site and all mechanical, architectural and other drawings and accept such conditions and make allowances for them in preparing the bid. B. Locations: 1. All scaled and figured dimensions are approx- imate and are given for estimate purposes only. Before proceeding with any work, carefully check and verify all dimensions, sizes, etc. 2. So far as possible the work has been indicated ' on the drawings in such positions as to suit and accommodatethe work of other trades, but the work as indicated is largely diagrammatic and is shown primarily for clarity. Contractor is responsible for the correct placing of his work and the proper location and connection of his work in relation to work of other trades. 7 Contra Costa County tention Facility ' F_ .. < .. _ �. _ ...av -,`+_i S.$gA#'.v� _',f�5v ..i�',. ., cY . +. _. .X.'pmt• .N.a *.•"I...€ u�..Yay.£SV GENERAL REQUIREMENTS FOR MECHANICAL WORK Section 15010--Page 51 2.15 EQUIPMENT FRAMES Mounting frames and/or brackets shall be provided to carry load of equipment without causing mechanical distortion or stress to equipment. Frame types shall be as follows: A. Type A frame is a wide flange'structural steel, frame with brackets as shown on drawings. Maximum allowable deflection of any point on, loaded frame relative to unloaded frame shall be 0.005 inch. A wide flange section depth greater than 1/10th the length of ' longest frame member will be accepted as satisfying deflection requirement. B. Type B frame is a channel steel structural steel frame with brackets as shown on drawings. Section depth shall be greater than 1/10th the length of longest frame member. C. Type C frame is a steel bracket or gusset -welded or bolted directly to machine frame in order to accommodate isolator. 2.16 SEISMIC RESTRAINTS A. General: Seismic restraints shall be provided for all vibration isolated equipment, both supported and suspended, and all vibration isolated piping. 'Structural requirements for restraints, including their attachment to _the equipment or piping and the building structure; shall be as detailed on drawings. B. For Supported Equipment: 1.. Seismic restraints shall consist of interlocking steel members restrained by shock. absorbant neoprene materials compounded to bridge bearing specifications as previously noted. The elastomeric materials shall be replaceable and a minimum 3/4" thick. Snubbers shall be;manufactured with an air gap betwgen hard and resilient material of not less than 1/8; nor more than 1/4". �� Contra Costa County of)",Jt Detention Facility GENERAL REQUIRE14ENTS FOR MECHANICAL WORK Section 15010--Page 50 , 40 7. Type HST -is a suspension hanger that is identical to Type HS but shall also include a load transfer device so that system may be initially piped up rigidly. After final load is imposed, provision shall be provided for transferring load back to spring. D. Manufacturers' Comparisons -MANUFACTURER'S CODE - ISO OR TYPE TYPE A B C D E P C H J PH Neoprene Pad NR RP NPD Korpad W R Shear - 100 HN Neoprene RV RM RD H ND FU R N 3665 mount HN Neoprene BR RH RH U IID HSS RH BN C Hanger MS .Spring Mount Sw SS FBS WSC SLP RMS AS S OS M!SL Sp=ing Mount w/Lisit Stoo CT OS FLS w3CL SLR PDMS AwR SL KW IIS Spring Hanger BSS CH SH VB 1130 RHS SH HS SN 1 HST Spring Hanger w/Transfer PBS CHP SPH VBLS PIIS PPM SIH' HSP PR NOTE: 1) . Available - contact manufacturer. 2) Notwithstanding this table, the manufacturer's isolator must meet all requirements of this specification. Contra Costa County 114I59etention_ Facility ^9 r ` GENERAL REQUIREMENTS rOR MECHANICAL WORK Section 15010--Page 49 C. Type and Descriptions 1. Typc 'PH is a molded neoprene pad. ' Area of pad shall be chosen to match load in order to achieve required static deflection. 2. Type MN is a molded neoprene element equipped with levelling bolts and a baseplate with bolt holes to permit attachment to building structure where required. 3. Type HN is a suspension hanger with a steel box frame and a molded neoprene element. Neoprene grommet shall be provided at location where hanger rod passes through hanger box so that no metal- to-metal contact occurs. 4. Type MS is a bare, stable, steel-spring ejuipped with levelling bolts and with a minimum 1/4" thick ribbed neoprene pad under base plate. Solt holes shall be provided in baseplate to permit attachment to building structure where required. " S. Type MSL is a bare, stable, steel spring with a ribbed neoprene pad under base plate. Bolt holes shall be provided in baseplate to permit attach- ment to building structure. Limit stops shall be provided to prohibit spring extension if load is removed. These stops may also serve as rigid blocking during erection so that installed and operating heights shall be same. Clearance shall be maintained around restraining bolts and between limit stops and housing so as not to interfere with spring action. 6. Type HS is a suspension hanger with a steel box frame and.a steel spring resting on a neoprene cup. The cup shall contain a steel washer designed to evenly distribute the load to the neoprene -and prevent its overload or extrusion. Spring diameter and hanger box lower hole size shall be large enough to permit hanger rod to swing through a 300 arc before contacting hole and short circuiting spring. Hangers shall be provided with an eye bolt on spring end. Contra Costa County �l Detention Facility cx►15 . m 4 _ w.,. GENERAL REQUIRERENTS F(kR MECHAUICAL WORK Section 15010--Page 48 GRADE (DUROMETER A) 40 50 60 70 Original Physical Properties Hardness ASTM D676 40+5 50+5 60+5 70+5 Tensile strength, min. psi ASTM D412 2000 25000 2500 2500 Elongation at break, min. percent 450 400 350 300 Accelerated Test to Determine Long-Term Aging C aracterst cs Oven Aging - 70 hrs./212°F ASTM D573 Hardness, percent change, max. -0,+15 -0,+15. -0,+15 -0,+15 Tensile strength, max. percent change- +15 +15 +15 +15 Elongation at break, max. percent change -40 -40 -40 -40 Ozone (1 PPM in air by volume) 200 strain-100 +2°F ASTM D1149, No No No No 100 Hours — Cracks Cracks Cracks Cracks Compression Set 22 yrs. F, ASTM D395, Method B percent maximum 30 25 25 25 Low Tem erature Stiffness TA—s--TM— D79 At -400F, Youngs Modulus Maximum psi' 10,000 10,000 10,000 10,000, Tear Test (ASTM D624- D15 ' C" Pounds Linear inch minimum 200 . 225 225 225 Contra Costa County Detention Facility 0025 _.: •,. .._ ..rb}. �,�...:���� ,. ,:�-u':x�a ;A� t .,�,..--r�-.tt:�a-` -..: <...,r,? .m. ,-r _r-.. .. .. ..>`F,.i-.,�,� .. .l:z+.i�- : , GENERAL REQUIREMNTS FOR MECHANICAL VIORK Section 15010--Page 47 2.14 VIBRATION ISOLATORS A. General Properties: 1. All vibration isolators shall have either known undeflected heights or other markings so that, after adjustment, when carrying their load, the deflection under load can be verified, thus determining that the load is within the proper range of the device and that the correct degree of vibration isolation is being provided accord- ing to the design. , 2. All isolators dhall operate in linear portion of their load versus deflection curve. Load deflection curves shall be furnished by the manufacturer and must be linear over a deflection range 504 above design deflection. 3. The ratio of lateral to vertical stiffness shall not be less than 1.0 or greater than 2.0. 4. The vertical natural frequency for each support point, based upon load per isolator and isolator- stiffness, shall not differ by more than +109. 5. Wave motion through isolator shall be reduced to following extent: isolation above resonant frequency shall follow theoretical prediction based upon an undamped single degree of freedom system, with a minimum isolation of 50 decibels above 150 cycles per second. 6. All neoprene mounting shall have. a shore hardness of 50 to 60 after minimum aging of 20-days or corresponding oven aging. B. Neoprene Isolator Formulation: Formulation of neoprene shall conform with characteristics tabulated below and shall be certified by manufacturer. . Contra Costa County Detention (Facility ter. _ =-..•f_. . ..� r. �.a.t�. _�>, ,., ..._.. .. ,.. , n _ ._,. _ . .. __._ _. ,, GENERAL REQUIREMENTS FOR-MECHANICAL WORK Section 15020--Page 46 C. Each piece of motor driven equipment shall be identified by stencil-lettered names with letters 1-1/2" high or smaller if required by limited space. games shall correspond to those given on control panels. Automatically started motors shall have warning signs "THIS MOTOR MAY START AT ANY TIME". D. All valves shall have 1-1/2" brass identification tag secured with brass chain. Tags shall bear the. service identification and numerical identification of the valve, 'all engaged, and show N.O. (normally, open) or N.C. (normally closed) . Valve schedule shall be posted with frame under glass as directed. 2.13 MOTORS AflD DRIVES > A. Types NEIIA standard open dripproof, totally enclosed • air over (TEAO) or totally enclosed .fan cooled (TEFC) type, as specified or indicated on drawings. Class B insulation 1.15 service factor on all motors. B. Manufacturers General Electric or equal by Century or Allis-Chalmers or Marathon or Westinghouse. C. All motors designed to operate a full load continuously without exceeding NEMA standards.. Motors 1/2 H.P. and larger, 400 volts, 3-phase. Motors smaller than 1/2 H.P., 120 volt, single-phase, .with internal thermal overload protection unless specifically.noted otherwise. D. V-belt type sized for, 150% of motor horsepower-A minimum of 2 belts provided for drives where motors ' ". "' are rated one horsepower. and larger. E. V-belt drive package of adjustable pitch type for motors up to 40 H.P., fixed pitch for motors 50'H.P. and larger. Belt guard shall be constructed with' removable screen or perforated metal on angle iron . frame with RPM test hole and adequate allowance for motor adjustments'.. • F. All belt guards shall be in compliance with General, Industrial Safety Bulletin #5-155. use expanded metal. ' Contra Cos ta,County Detention Facility ..:d .. ..,� ., 'e'''; ...'>� .,.,.r,--n^_t�i_►" ��e�?c':. x s. _�r.- .. �..:,h,i�:". .r"`,#y'� .s�i.'3i'1 tt�-S tx'h`��'rXR �,'Ya�a qw.��.n�3 l��wy is';' GENERAL REQUIREMENTS FOR MECHANICAL WORK Section 15010--Page 45 2.12 COLOR CODING OF PIPES A. All exposed piping shall be color coded per OSHA. Identify all pining with Brady Perma-Code, or approved equal, self-sticking pipe markers consisting of pipe content wording and arrow indicating directions of flow on A.S.A. color background. Arrow and wording are 2 separate markers which shall be placed immediately adjacent to each other. Markers to be 50' apart (max.) on centers and shall occur where a pipe enters and leaves a concealed space. Use 2" high letter size for pipe or insulation 3" and larger, and 1" size for pipe or insulation .2-1/2" or smaller. Provide at each end of each marker Brady or equal 2-1/4" wide self-sticking clear tape around the periphery of pipe or insulation to further secure the marker. All markers shall be installed after finish painting is complete. B. Colors: A.S.A. COLOR COLOR OF SERVICE BACKGROUND LETTER Chilled Water Return Green Black Chilled Water. Supply Crean Black Cold Water Green Black Condensate Yellow Black Control Air Green Black Domestic Bot Water Return Yellow Black Domestic Hot Water Supply Yellow Black Fire Protection Water Red White Hot Water Return Yellow Black Hot Water Supply Yellow Black Make-Up Water Green Black Rain Skater Leaders, Green Black Sanitary Sewer Green Black Sanitary Sewer Vent Green Black Storm Sewer Green Black Fuel O_l Yellow Black Gas Yellow Black Contra Costa County Detention Facility 0U��B GENERAL REQUIREMENTS FOR MECHANICAL WORK Section 15010--Page 44 H. Horizontal Pipe Attachments: 1. Adjustable Clevis: Figure 260. 2. Adjustable Swivel Ring: Figure 104. 3. Adjustable Band: Figure 95. ' 4. U-Solt: Figure 137. N S. Stanchion: Figure 259. 6. Hanging Rollers Figure 171. 7. Supporting Roller: Figure 271. I. Vertical Pipe Attachments: 1. Concealed: Figure 261. 2. Exposed: • Hang from underside of floor with two structural attachments, 2 rods and Figure 261 clamp. J. Insulation Protection Shield: Pipe Shields, Inc., Uni-Grip, or approved equal. Provide at supports of insulated piping. Length of shield, thickness and compressive strength of insulation to result in no noticeable deformation of field or insulation and result in alignment with•adjacent insulation. Provide vapor barrier integral with shield for insulation systems requiring'a vapor barrier. K. Isolators: Superstrut`Series,;715 or 716,.-or approved equal. Provide at non-insulated copper,,tube supports._ , L. Plumbing Walls: WEJ-IT Adjusto.Spacer, or approved equal. Support piping independent of wall construction. M. Vibration' Isolation Attachment: As specified under Vibration Isolation: N.. Seismic Bracing: Superstrut, .or approved equal; as indicated. 1. Brace Channel: A-1200, 12-gauge, 1-5/8" x 1-5%8" formed channel. 2. Hinge: C-749N Contra Costa County, Detention Facility. 00�C'T ' h. l�.L k ._����'f��`RS l•-`F'�Il4t 4 kr rt7 t L � ,�{ ..� tf -� t „�'& ,'� �14- �.":SC+. �dF.1 .Y, :SNI v GENERAL REQUIREMENTS FOR MECHANICAL WORK Section 15010--Page 43 G. Hanger Spacing and Rod Sizes: . 1. Cast Iron Soil Pipes Max. Span Minimum Rod Pipe Size (Feet) Size (Inches) 4" and smaller 10 1/2 5" 10 5/8 6" 10 3/4 8" - 12" 10 7/8 2. Copper Tube/Pipes Max. Span Minimum Rod Nominal Size (Feet) Size (Inches) 1/4" - 3/8" 4 3/8 1/2" - 3/4" 5 3/8 1" - 1-1/4" 6 3/8 1-1/2" - 2" 8 3/8 2-1/2" - 3" 9 1/2 4" 10 1/2 5" 10 5/8 3. Steel Pipe: Max. Span Minimum Rod Nominal Size (Feet) Size (Inches) 1/4" - 1/2" 5 3/8 3/4" 6 3/8 l" 7 3/8 1-1/4" - 1-1/2" 9 . 3/8 2" 10 3/8 2-1/2" 11 1/2 3" 12 1/2 ' 411 14 -,.5/8 .. 5" 16 5/8 6" 17 3/4 B" 19 7/8 10" 22' 2-3/4 18" 28 2-7/8 Contra Costa County Detention Facility GENERAL REQUIREMENTS FOR MECHANICAL WORK Section 15010--Page 42 C. Manufacturers: Fee and Mason, Grinnell, Superstrut, Unistrut, or approved equal. Grinnell catalog numbers specified unless otherwise noted. D. Attachments to Building Structure: 1. Poured-In-Place Concrete: Figure 282 insert. Place reinforcing steel through insert as recommended by manufacturer for recomrt►ended,loads. 2. Poured-In-Place Concrete with Metal Form or Underdeck: Field drill hole through metal deck portion. Provide bearing plate, nut and locknut on rod and welded linked eye rod for hangers. Bearing Plates Grinnell Figure 60 Rod Size Plate Size Hole Diameter 3/8 3x3x1/4 1/2 1/2 3x3xl/4 5/8 5/8 3k3x3/8 3/4 3/4 4x4x3/8 7/8 7/8 4x4x1/2 1 3. Beam Clamps: Figure 86 and Figure 89 retaining clips or Figure 265. 4. Walded Beam Attachment: Figure 66. S. Side Beam Brackets: Figure 202 or 203. E. Hanger Rods: ASTM A107, hot rolled•steel with ANSI 81.1 threads. F. Hanger Rod Fixtures: 1., Turnbuckles; Figure 2,30.. .- 2. 30. .2. Linked Eye Rod: Figure 278X. 3. Clevis: Figure 299. Contra Costa County Detention Facility_ GENERAL REQUIREMENTS FOR MECHANICAL WORK Section 15010--Page 41 1. Seismic Controls Provide devices to prevent up- lift, overturning, or sliding of equipment. - Devices shall be capable of accepting seismic forces of 0.5 "g" acting in any direction on equipment center of gravity without permanent dis- placement of equipment from installed position. Submit details and calculations. C. Fans: Mount belt-driven fans and motors on common, steel rail base with adjustable motor mount. Adjust or change sheaves to obtain required air quantities. D. Pumps: 1. Align pump and'motor. 2. Grout steel and cast iron pump bases and base ell pipe supports. E. Equipment Requirements: Where not otherwise indicated, basis for equipment and material installation is published recommendations of manufacturer. This requirement includes installation details, clearances, and accessories. 2.11 HANGERS AND SUPPORTS A. General: Properly support material, equipment, and apparatus. Hangers and supports shall have minimum safety factor of 5, based on ultimate tensile or compressive strength, as applicable, of material used. Turnbuckles shall have capacity of not less than attached rod. Provide bracing to prevent.:,.;_,:• . , lateral motion of suspended'materials. Use proper. . manufactured supports throughout] make-shift. materials such as wire, tape, and wood blocks not permitted. Comply with applicable requirements of ANSI B31.1.O.and B31.2 for piping. Support weight of piping independent of equipment. Supports and frequency of their installation are minimum require- ments. Provide more frequent supports and/or supports with greater load ratings so that no-support-is loaded beyond its recommended limit. B. Supplemental Support Steel. Design and provide for specific loads and application as required; submit drawings and calculations for fabricated supports and hangers. 'Contra Costa County • r `Detention Facility (� raww AA r .9_ GENERAL REQUIREMENTS FOR MECHANICAL WORK Section 15010--Page .40 2.9 SPECIALTY EQUIPMENT CONNECTIONS A. General: For equipment provided under other divisions of Contract Documents; or by Owner, requiring piped or ducted utility services, rough-in and connect per applicable equipment shop drawings. Investigate actual equipment supplied to determine need for back- flow devices. Conceal ductwork, piping, valves, and piping accessories except where it is mandatory to be exposed.- Exposed work polished chrome plated. Insulated hot piping with polished stainless steel jacketed. B. Trim Supplied with Equipments Install items such as faucets, valves, sink drains, safety devices, gauges, thermometers, pressure reducing valves, traps, and control devices. C. Connections: Provide required piping, valves, piping accessories, trim, and safety devices, type as listed under appropriate system. 1. Indirect Waste Connections: Copper] drainage, Type M. 2. Plumbing "P" Traps (Equipment Connected to Waste System : Provide type listed under Plumbing Fixtures. 3. Water Connections—Fixture Stops and Supplies: Provide type listed under Plumbing Fixtures. 2.10 EQUIPMENT INSTALLATION A. Equipment Foundations ' Floor Mounted: On 4" high concrete housekeeping pads over complete floor area of equipment. Wherever vibration isolators or inertia bases are indicated, mount them on house- keeping pads. B. Rigidly Supported Equipment: Mount securely to housekeeping pads except whes:e equipment is indicated to have vibration isolation system. Provide informa- tion, drawings and templates to construction concrete foundations and properly place. anchor bolts. Contra.Costa County Detention Facility . .,, _"'� r Ta•_r`'. _. .. n+a,- w, -s,.ry.i ra,..a.h'v' ,,,__x:l,*,-,s_ew$.�1.w.,,,."',s�.-t¢ '� GENERAL REQUIREMENTS FOR 14ECHANICAL WORK Section 15010--Page 39 M. Valves: 1. Assure valves are field checked for packing and lubricant and that disc is for service intended. Replace leaking packing. Service valves which do not operate smoothly and properly with suitable lubricant before placing in operation. 2. Wherever possible, install valves accessible from floor level. Provide guided chain operators on valves over 7' above floor in equipment areas. Do not install valves with stem pointing downward, unless specifically so indicated. Provide operating handles for valves and cocks without integral operators. 3. Provide valves same size as line size, unless indicated otherwise. A. Install swing checks and gravity closing lift checks in horizontal position. 5. Provide discharge pipe from all relief and safety valves, sized with area equal to sum of outlet areas of all valves connected thereto, unless indicated larger# and pipe to drain. 6. Install globe valves to close against pressure. N. Piping Specialties: 1. Locate thermometers and gauges to permit observation by personnel standing on floor. 2. Provide straight runs of piping upstream and down- stream from flow elements, as recommended by manufacturer. 3. Provide piping expansion joints as required where expansion loops are not possible. Contra Costa County Detention Facility OW z .., ... ,. ,. .-.5 `, .. ., ... • r .....- ,,x;,a. . -.. .. s., .. ,n a. .. ,, .. �-'`-�"k-�z:-,�...3.�is ,�..a.:h. ri,,r7;-:s'isi= GENERAL REQUIREMENTS FOR MECHANICAL WORK Section 15010--Page 38 G. Fittings: 1. Provide standard, manufactured fittings in all cases. Field-fabricated fittings are prohibited. Bushings are prohibited on pressure piping. 2. Weld-O-Lets and Thred-O-Lets may be used for non- galvanized steel piping if main pipe size is at least three times size of branch pipe. H. Unions: Provide unions or flanges to render equip- ment easily removable, immediately down stream of all valves, piping specialties, and on both sides of pumps and equipment. I. Pipe Ends: Perform pipe cutting and end preparation to result in clean ends with full inside diameter. Grind and ream as necessary. J. Threaded Joints: Apply teflon tape to male threads. K. Welded Joints: 1. Welding of pressure piping shall be done by NCPWB qualified welders. Perform welding per applicable codes including ASME Boiler Construction Code and ANSI Code for Pressure Piping. 2. Where required, peen and wheel-grind welds. Ends of pipe may be burned for welding; -however, grind bevel and remove scale before welding joints. Ragged edges with metal beads, poor alignment, and other inferior work will be rejected. 3. Perform welding with oxyacetylene or electric arc process. L. Soldered and Brazed.Joints: Clean surfaces to be jointed, of oil, grease, rust and-oxides. Remove grease from fittings by applying with brush. Clean socket of fitting, and end of pipe thoroughly with emery cloth- to remove rust and oxides. After cleaning and before assembly or heating,. apply Flux to joint surface and spread evenly. Contra"Costa County Detention Facility 141 z :` -Z*4t.«a^�t� a'^5 RS .k'h at x:a�`i.,:. GENERAL REQUIREMENTS FOR MECHANICAL WORK Section 15010--Page 37 C. Sloping, Air Venting and Draining: 1. Slope piping as indicated, true to line and grade, acid free of traps and air pockets. Unless indica- ted otherwise, slope piping in direction of flow as follows: Service Inclination Slope Domestic Water Level - Heating Water Up 1" per 40' Chilled Water Up 1" per 40' Waste Down 1/8" min. per foot Storm Water Down 1/8" min. per foot 2. Slope fuel oil piping down toward tank 1" per 101 . 3. Provide eccentric reducers for changes in horizontal heating water and chilled water piping, top side flat. 4. Connect heating water and chilled water branch piping to bottom of mains. 5. Provide drain ball valves andhose adaptors at all low points in piping. Provide drain valves for float type controllers. 6. Provide manual air vents at all high points in heating water, chilled water and cooling tower water piping. D. Domestic Water: Connect copper tubing to fixtures with threaded copper or brass nipples chrane plate where exposed. Prevent damage to finished surfaces. E. Natural Gas: Make equipment connections with ground joint unions and gas cocks. ' F. Copper: Crimping of copper tubing As prohibited. Isolate copper pipe and tubing from contact with steel. Contra. Costa County Detention Facility _Qt 240. } GENERAL REQUIREMENTS FOR MECHANICAL WORK Section 15010--Page 35 2.6 PIPING INSTALLATION A. Arrangement: 1. Except for large scale details, piping is diagrammatically indicated and shall be generally installed as shown. Do not scale drawings for exact locations of piping. Install piping to best suit field conditions; cooperate with other trades. 2. Arrange piping neatly along walls in neat, horizontal groups; each group to be in one plane, insofar as possible, and maintain required slope. 3. Do not sleeve structural members, except as indicated. A. Install piping concealed above ceilings or in walls, unless otherwise indicated. B. Expansion, Contraction and Bending: 1. Install piping with provisions for expansion and contraction. Provide expansion loops, swing joints, 'and expansion joints where indicated or otherwise required. Provide for expansion and contraction in mains, risers, and runouts. 2. Do not spring or force piping during installation. Do not bend piping without use of pipe bending machine. 3. Provide roller supports on horizontal heating water, and chilled water systems. Contra- Costa County Detention Facility GENERAL REQUIREMENTS FOR MECHANICAL WORK Section 15010--Page 35 F. Flexible Couplings: Falk, Fast, Woods, or approved equal; properly sized and selected for application. G. Mechanical Seals: Crane Packing Co. , or approved equal; selected and suitable types for application. 1. 200 Psig Maximum, -40°F to 400°F: John Crane Type 1 or 2. H. Pump Casings: Class 30 cast iron except where noted otherwise. I. Impellers: Brc,rze, enclosed type, exterior surfaces machined, accurately balanced and keyed to shaft. J. Impeller and Casing Wear Rings: Bronze, renewable, securely held in place. , K. Shaft and Shaft Sleeve: Steel, heat treated, ground and polished of adequate size to minimize deflection with bronze shaft sleeve. L. Bearings: Deep groove ball type, capable of both radial and thrust type loads, oil lubricated with constant level oiler. M. Vertical Split Case - Top Suction and Discharge: 1. Casing: Volute type, with vent valves, drain plugs, and lifting eye bolts; double suction; single stage. 2. Shaft: 18-8 stainless steel, ground and polished of adequate size to minimize deflection. N. Fuel Oil Pumps; 1. Impeller: Iron or ductile iron rotor and idler. ' 2. Relief Valve: Iron, mounted on head. 3. Seal: Mechanical. Contra Costa County Detention Facility GENERAL REQUIREMENTS FOR MECHANICAL WORK Section 15010--Page 34 D. Flashings: 1. Pipes Through Roof: Flash with 4 lb. lead extending a minimum of 12" all around pipe and up pipe under counterflashing. Provide counter- flashing similar to Wade W-8780-CV. 2. Drains: Provide clamping ring and 4 lb. lead r flashing extending a minimum of 12" all around drain. 3. Ducts and Vents Through Exterior Wall or Roof: Flash and counterflash per section SHEET METAL. E. Escutcheons: Provide at exposed pipe and duct , penetrations through walls, partitions, furring, floors, and ceilings. 1. Piping Type: Grinnell No. 10, Beaton and Cadwell, or approved equals nickel plated. 2. Ducts Type: Sheet metal angle sLzed to conceal edges of opening. 2.7 PUMPS t A. Manufacturers: Allis-Chalmers, Bell and Gossett, ; Buffalo, Chicago, Fairbanks-Morse, Goulds, Hydr-O- Matic, Ingersoll-Rand, Pacific, Peerless, Taco, Tuthill, Viking, Weil, Worthington, or approved equal. Selection based on manufacturer indicated on schedules. B. Type: As scheduled. C. Operating Conditions: As scheduled. D. Baseplates: Fabricated steel or cast iron with drip collection chamber graded to drain connection. Pipe drain connection to open sight drain. E. Motors and Coupling Guards: Per Motors and Drive Guards. Size motors so that motor nameplate 'rating is not exceeded through the entire range of the pump curve for the impeller diameter selected. Must meet OSHA. . i Contra- Costa County ?t�y Detention Facility GENERAL REQUIREMENTS FOR MECHANICAL WORK Section 15010--Page 33 2.6 SLEEVES, FLASHINGS AND ESCUTCHEONS ' A. General: Provide pipes passing through floors, walls, partitions, beams, and girders with sleeves, types as specified below, of adequate diameter to allow minimum of 3/4" clearance around between sleeves and pipe. When piping is insulated, insulation shall pass continuously through sleeve with same clearance between insulation and sleeve. B. Sleeves: Adjus-To-Crete, A.M.J. Products, or approved equal= 26-gauge minimum galvanized sheet metal or plastic types as scheduled. Adjust-To-Crete used as basis of selection. Sleeve Schedule 1. Concrete or masonry walls No. 100 (Remove) and concrete beams 2. Plaster or Drywall No. 11 (Do not remove) 3. *Concrete floors with metal ATC (Do not ' under deck (Spot weld to deck) remove) 4. *Concrete floors No. 10 (Remove) * Sleeve to extend min. 4" above finish floor. C. Sealing of Sleeves and Openings: Seal as follows: 1. Fire-Rated Floors and Walls: Provide asbestos rope packing. Seal face of penetration with sealant, type as specified under CALKING AND SEALANTS. 2. Non-Rated Floors and Walls: Provide glass fiber packing, minimum 1/2 lb. density. Seal face of Penetration with sealant, type as specified under CALKING AND SEALANTS. Contra Costa County etention Facility 00 om= GENERAL REQUIREMENTS FOR MECHANICAL WORK Section 15010--Page 32 I. Flow Switches: • McDonnell-Miller, or approved equals with correct paddle size for pipe diameter-and velocity; locate five pipe diameters from nearest pipe fitting. J. Flexible Ball Joints: Barco, or approved equal; carbon steel, 360° rotation plus a minimum of 150 angular flexing movement; with two asbestos composition gaskets pressure molded in steam heated presses, suitable for continuous operation temperatures of 525°F. Flexible ball joints certified as passing environmental shock testing per test Specifications MIL-S-4456 or MIL-S-901C. Pressure containing parts -and bolting made from materials specified in Section II of ASME Boiler Code. Ball joints designed according to principles put forth in ANSI B31.1 and applicable sections of ASME Boiler Code. Steam test before shipment. Install per published recommendations of manufacturer. K. Expansion Joints: Flexonics, U. S. Flex Keflex, Pathway, Anaconda, or approved equal. Models listed are Flexonics. 1. Low Pressure: Model Free-Flexing, corrugated pressure joint with flanges, or welded fittings. Pressure rated for vacuum to 50 psi and temperature rated -20°F to 1200°F. Use single- or dual-joint as indicated. Use on following systems: diesel engine exhaust piping. 2. High Pressure: Model Controlled-Flexing, corrugated pressure type with flanges and reinforcing or control rings. , , Pressure rated for vacuum to 300 psi and temperature rated -20°F to 800°F. Use single- or dual-joint as indicated on drawings. Use on following systems: steam piping. L. Flexible Connectors: Flexonics Model FCS, with corrugated inner tubing and wire braid outer covering of same alloy. Threaded ends 2" and below, flanged 2-1/2" and larger. Material for construction stainless steel. Pressure rating 180 psig, and temperature rating 400°F. Use on following systems: water, vacuum,. and fuel oil. M. Drip Pan Elbows: Grinnell Fig. 1538 and 1538F, or __approved equal. Contra Costa County Detention Facility ( 12:�� GENERAL REQUIREMENTS FOR MECHANICAL WORK Section 15010--Page 31 E. Air Vents: 1. Manual: Provide 1/4" globe valve, valve group as listed for system in which installed. Provide 1/4" U-tube on discharge to facilitate bleedings. 2. Automatic: C. M. Bailey, Sarco, or approved equal. a. Type: Sarco 1319, semi-steel body on ferrous systems and cast brass body on non-ferrous systems. b. Inlet Va;ves: Provide gate valve and soft seated check valve, valve group as listed for system in which installed. C. Outlets: Pipe to spill over an open sight drain. Terminate with plain end pipe 6" above drainage point. F. Flow Elements: 1. Fittings Ellison, or approved equal, Annubar with brass nipples and fittings other parts stainless steels 250 psig at 250°F; provide necessary fittings. 2. Type: a. 1-1/4" and Smaller: 710. b. 1-1/2" to 10": 730. 3. Meter: Provide one portable flow meter set including Type 705 valves .and fittings, quick coupling hoses, carrying case, pressure differential to GPM chart' and j instructions. Equipment suitable for 250 psig at 250°F. G. Flow Control Valves; Griswold, or approved equal= 2" and smaller, threaded; 2-1/2" and larger, flanged; 150 water working pressure at 200°F. H. Air Separators: Bell & Gossett Rolairtrol, Amtrol, Taco, or approved equal; combination air separator and strainer, with ASME 125 psig stamp. Contra Costa County nn Detention Facility . GENERAL REQUIREMENTS FOR MECHANICAL WORK Section 15010--Page 30 C. =Test Plugs Peterson Engineering Company, or approved equals Pete's Plug, No. 110 with brass body and Nordel valve core, suitable for 1000 psig and 275°F. Locate where required for balancing and as indicated. D. Strainers: 1. Manufacturers: C. M. Bailey, A. W. Cash, Cash- Acme, Leslie, Mueller, Spence, or, approved equal. Manufacturer's numbers listed are C. M. Bailey. 2. Y-Types a. Ferrous Piping: 100A, 125 psig, cast iron body. b. Non-Ferrous Piping: 100D or 100BSJ, bronze body. c. Screen Perforations: (1) Screen Free Areas Minimum four times pipe area. (2) 2" and Smaller: 20 mesh stainless steel. (3) 2-1/2" to 411: 3/64" perforated stainless steel. (4) 5" and Larger: 1/8" perforated stainless steel. d. Blow-Off Connection: Fit with gate valve, same as blow-off plus up to 1" pipe size maximum, valve group listed for systems - provide 4" garden hose male thread adaptor, cap and chain. 3. Basket Type: No. 1, cast iron body, clamped cover, standard stainless steel perforated bucket. Contra Costa County Detention Facility GENERAL REQUIREMENTS FOR MECHANICAL WORK Section 15010--Page 29 2.5 PIPING SPECIALTIES A. Thermometers: 1. Manufacturers: Marsh, Mueller, Palmer, Philadelphia, Taylor, Trerice, Weksler, or approved equal. 2. Types Industrial class, 9" scale, aluminum case, glass front, magnified mercury column, separable well, straight, angle, or adjustable to suit location. installed. 3. Scale Range: Ranges as follows, unless otherwise indicated. ' a. Domestic Cold Water: 30°F to 100°F. b. Domestic Hot Waters 120°F: 30°F to 240°F. c. Heating Water: 30°F to 300°F. d. Chilled Water: 30°F to 100°F. e. Condensing Water: 30°F to 160°F. 4. Thermometer Wells: Ferrous pipe; Type 316 stainless steel; non-ferrous piping; brass or bronze. Provide cap and chain; extension necks to suit insulation thickness. B. Pressure Gauges: 1. Manufacturers: Ashcroft, Moeller, Marsh, Trerice, Weksler, or approved equal. 2. Type: 4-1/2" dia, dial range approximately twice system working pressure, aluminum case, 1/2 of 1% accuracy, calibration adjustment, 1/4" bottom connection. 3: Gauge Cock: 1/4" globe valve, rated for system pressure, valve group as indicated for system. 4. Syphon Tube: Provide on steam gauges. Contra Costa County DetenNNtion Facility GENERAL REQUIREMENTS FOR MECHANICAL WORK Section 15010--Page 2B 2. Types: Constructed, rated and stamped in accordance with ASME. a. Relief Valves: Use for unheated liquids. b. Safety Relief Valves: Use for heated liquids. c. Safety Valves: Use for gases and vapors including air and steam. 3. Set Pressures and Ratings: a. General: Set pressures as indicatedi not to exceed pressure rating of protected equip- ment. b. Temperature Rating: Suitable and rated for system temperatures on which installed. Safety relief valve minimum temperature rating to be 250°F. 4. Capacities: Minimum capacity to relieve maximum energy while maintaining pressure in protected equipment within following: a. Hot Water Boilers: 6% above boiler working pressure. b. Unfired Pressure Vessels: 109 above vessel working pressure. 5. Test Tolerances: Maximum variation, under test, from set pressure as follows: a. Set Pressures 70 Psig and Lower: Plus or minus 2 psig. b. Set Pressures 70 Psig: Plus or minus 39. Contra Costa County Detention Facility 00231 GENERAL REQUIREMENTS FOR MECHANICAL WORK Section 15010--Page 27 G. Pump Discharge Check Valves: 1. Water Pumps: a. Manufacturers: Clow, Mueller, or approved equal. Manufacturers numbers listed are Clow. b. Water Silent Check Valves "- (1) Semi-Steel Body, Bronze Trim; 125 Psig: .,, Figure 329, ANSI B16.1, 125 psig drilling. H. Blow-Down Valves: Crane, Yarway, Edward, or approved equal; 200 prig, quick and slow opening as indicated. I. Stop-Check Valves: Crane No. 28E or 30E, 250 psig, Ferrosteel, flanged, OS&Y; or approved equal. J. Backflow and Anti-Syphon Valves: 1. Manufacturers: Clayton, Febco, Hersey, or approved equal. 2. Atmospheric Vacuum Breaker: Febco 710A for cold water; 715A for hot water. 3. Pressure Vacuum Breaker: Febco 770 assembly. 4. Double-Check Valves: Clayton Model D. 5. Reduced Pressure Backflow Preventer: 4eeco Model 6C, all bronze. K. Water, Oil and Air Pressure Reducing Valves: 1. Manufacturers: C. M. Bailey, A. W. Cash, Cash- Acme, Clayton, Wilkins, or approved equal. 2. Type: As indicated. L. Safety and Relief Valves: ' 1. Manufacturers: Consolidated, Kunkle, Ladewig, or approved equal. Contra Costa County Detention Facility GENERAL REQUIREMENTS FOR MECHANICAL WORK Section 15014--Page 26 2. Valve Body: Lug water type, tapped for cap screw installation, gray iron, 150 psig class. 3. Actuator: Lever on sizes 6" and smaller; gear on sizes 8" and larger; provide position indicator, memory stop, and pointer. 4. Disc: Ductile iron. 5. Stems Type 316 SS. f 6. Sleeves EPT. E. Balancing Valves: 1. Valves 2" and Smaller: All bronze, screwed, 125 lb. WOG. DeZurik #118S. 2. Valves 2-112" and Larger; Steel body, bronze plug, flanged, lever-actuated, 175 lb. WOG. DeZurik #100. 3. Actuator: Lever on sizes '6" and smalle!; gear on sizes 8: and largert provide positiW indicator, memory stop, and pointer. F. Lubricated Plug Valves: 1. Manufacturers: Homestead, Rockwell, Walworth, or approved equal. Manufacturers numbers listed are Rockwell. 2. Wrenches: Provide selected manufacturer's standard pattern on concealed valves and exposed valves less than 7'-0" above floor. 3. Indicator and Adjustable Stop: Provide on valves installed on hydropic systems to indicate valve Position at balance position. 4. Group 6A-- Semi-Steel Body, Threaded End, 175 Psig WOG: . Figure 142. Contra Costa County Detention Facility [ 02 ..,..._. +: .. .,. .,. ...;t .> e.. ,. �',':u .,4 S.—n,._ �.#._ sMs.. .¢rr '";E1:i�*n`,�ab•'$ ,g- ` c FLi':#+s�F.'.'.s4a s�i.`�b;§t. v, r `m GENERAL REQUIREMENTS FOR MECHANICAL WORK Section 15010--Page 25 3. Iron Body, Bronze Mounted, Flanged End Valves: a. General Requirements: (1) Gate Valvest Outside screw and yoke, bolted bonnet, solid-wedge disc. (2) Globe Valves: Outside screw and yoke, bolted bonnet, renewable seat and disc. (3) Check Valves: Regrinding disc. . b. Group 2A— 125 Psigs (1) Gate Valves: G-623. C.I. only OS&Y. (2) Globe Valvest G-512. (3) Angle Valvest G-515. (4) Check Valvess G-932. b. Group 2C —AWWA, 200 Psig, Cold Water: (1) Gate Valvest G-745. C. Ball Valves: 1. Manufacturers: Apollo, Crane, Hammond, Jenkins, Nibco-Scott, Stockham, or approved equal. Selection based on Stockham. 2. Actuator: Lever handle with position indicator and pointer. 3. Brass Body and Brass Ball: a. Group 4A— Threaded End, 150 Psigs S-216. D. Butterfly Valves (Group 5A) : 1. Manufacturers: Centerline, Crane, Demco, Fairbanks, Hammond, Jenkins, Nibco-Scott, Keystone, Stockham, Walworth, or approved equal. Contra Costa County Detentions Facility .::: ..3.4 .,-+-,.id s ..•`.4 •k �c'..s6_li.Y. ... T',� K`�a'.F 1e i:t....?�i"t.<.G R `rd'x Biap". k .'w.s,.al T ,kiti'"fi'�.."t.d GENERAL REQUIREMENTS FOR MECHANICAL WORK Section 15010--Page 24 C. Dielectric Uniona: 1. 2" and Smaller: EPCO, Model FX, or approved equalf brass half-union, ANSI B16.1, 175 WOGI to flange.N 2.4 VALVES A. General: All valves, unions and like items shall be screw type. No solder allowed. 1. Pressure Ratings: ' Steam unless noted otherwise. 2. Babbitt Sprocket Rims and Chains: Provide on exposed valves installed over 7'-0" above floor. Conform to accepted valve manufacturer's published size schedule for type and size of valve. B. General Service Valves: 1. Manufacturers: Crane, Hammond, Jenkins, Kennedy, Nibco-Scott, Powell, Stockham, Walworth, or , approved equal. Manufacturers numbers listed are Stockham. 2. Bronze Valves: a. General Requirements: Apply unless specified otherwise. (1) Gate Valves: Rising stem, inside screw, union bonnet, solid-wedge disc. (2) Globe Valves: Rising stem, inside screw, union bonnet, composition disc. (3) Check_Valves: Regrinding disc. b. Group 1C— Threaded End, 150 Psig: (1) Gate Valves: B-120. (2) Globe Valves: B-22. (3) Angle Valves: B-222. (4) *_Check Valves: B-345. Contra Costa County Detention Facility 0122'1 GENERAL REQUIREMENTS FOR MECHANICAL WORK Section 15010--Page 23 (3) Flanges: ANSI B16.24, 150 psig rating. (4) Solders ASTM B32, alloy grade 95TH; 959 tin, 58 antimony. c. Joints - Silver Brazed: (1) Tubing: ASTM B88. (2) Fittings: ANSI B16.22 wrought copper, or ANSI B16.18 cast bronze. (3) Flanges: ANSI B16.24, 150 psig rating. (4) Solder: Silver brazing alloy melting at or above 1100°F; 159 silver, 809 copper, 59 phosphorous. 3. Pressure — Type K, Hard Temper: a. Joints - Silver Brazed: (1) Tubings ASTM B88. (2) Fittings: , ANSI B16.22 wrought copper, or ANSI B16.18 cast bronze. (3) Flanges: ANSI B16.24, 150 psig rating. (4) Solder: Silver brazing alloy melting at or above 1100°F; 159 silver, 809 copper, 59 phosphorous. (95/5 solder) 2.3 DIELECTRIC CONNECTIONS A. General: Isolate ferrous from.non-ferrous materials in piping systems and equipment connections with insulating couplings or dielectric unions. B. Insulating Couplings: 1. 2" and Smaller: Walter Vallett Company, "V" line, or approved equal. 2. 2-1/2" and Larger: EPCO, Model X, brass half- union, or approved equal; ANSI B16.1, 175 WOG; to flange. Contra Costa County Detention Facility ...a I GENERAL REQUIREMENTS FOR MECHANICAL WORK Section 15010--Page 22 d. Couplings: Gustin-Bacon No. 100 or Victaulic No. 77. Gasket material per manufacturer's published recommendations for service conditions of system. e. Grooves: Per manufacturer's published recommendations. 4. Drainage: a. Pipes ASTM 120, schedule 40= galvanized. b. Fittings: ANSI B16.12, black] coated. c. Joints: ANSI B2.1 pipe threads. E. Copper: 1. Drainage — Type M: a. Tubing: ANSI B306. b. Fittings: ANSI 816.23 cast bronze, or ANSI B16.29 wrought copper. c. Solder: ASTM B32, alloy grade 50A; 501 tin, 50% lead. 2. Pressure — Type L, Hard Temper: a. Joints - 95/5 Solder: (1) Tubing: ASTM B88. (2) Fittings: ANSI B16.22 wrought copper, or ANSI B16.18 cast bronze. (3) Flanges: ANSI B16.24, 150 psig rating. (4) Solder: ASTM B32, alloy grade 50A; 958 tin, 58 lead. b. Joints - 95/5 Solder: (1) Tubing: ASTM B88. (2) Fittings: ANSI B16.22 wrought copper, or ANSI 816.18 cast bronze. Contra Costa County Detention Facility -0022), GENERAL REQUIREMENTS FOR MECHANICAL WORK Section 15010--Page 21 D. Galvanized Steel: 1. Threaded Malleable Iron: a. Pipe, 4" and Smaller: ASTM A53 or ASTM A120, schedule 40, galvanized. b. Pipe, 5" and Larger: ASTM A53, schedule 40, galvanized. c. Fittings: ANSI B16.3, 150 psig class; ` galvanized. d. Flanges, System Pressure less than 175 psig: ANSI B16.1, 125 psig class, black; ANSI B16.21, non-metallic gasket. e. Unions: MSS SP-76, 300 psig, galvanized. f. Joints: ANSI 82.1, pipe threads. 2. Flanged Cast Iron: a. Pipe, 4" and Smaller: ASTM A53 or ASTM A120, schedule 40; galvanized. b. Pipe, 5" and Larger: ASTM A53, schedule 40, galvanized. c. Fittings and Flanges: ANSI B16.1, 125 psig class, galvanized: ANSI 816.21, non-metallic gasket. d. Threads: ANSI B21. 3. Mechanical Joint: a. Pipe, 4" and Smaller: ASTM A52 or ASTM A120, schedule 40; galvanized. b. Pipe, 5" and Larger: ASTM A53, schedule 40, galvanized. c. Fittings: Gustin-Bacon Standard, or Victaulic Fall Flow; galvanized, grooved end. Contra Costa County Detention Facility GENERAL REQUIREMENTS FOR MECHANICAL WORK Section 15010--Page 20 4. Mechanical Joint: a. Pipe, 4" and Smaller: ASTM A53 or ASTM A120, schedule 40, black. ,b. Pipe, 5" and Larger: ASTM A53, schedule 40, black. c. Fittings: Gustin-Bacon Standard or Victaulic Fall Flows black, grooved end. d. Couplings: Gustin-Bacon No. 100 or Victaulic No. 77. Gasket material per manufacturer's published recommendations for service conditions of system. e. Grooves: Per manufacturer's published recommendations. 5. Buttwel8 s a. Pipe: ASTM A53, schedule 400 black; seamless. b. Fittings: ANSI B16.9, ASTM A234, schedule 40; buttweld. c. Flanges: ANSI B16.5, weld neck pattern; 150 prig class. d. Joints: ANSI B16.25, buttwelding ends. 6. Corrosion Resistant: a. Pipe: Youngstown Yoloy, or approved. equal; schedule 40. b. Fittings: (1) Threaded: ANSI 816.4, black, 125 psig class. (2) Flanged: ANSI 816.1, black; 125 psig class; B16.21, non-metallic ,gasket. c. Threads: ANSI B2.1. Contra Costa County ' Detention Facility • GENERAL REQUIREMENTS FOR MECHANICAL WORK Section 15010--Page 19 G. Black Steels 1. Threaded Malleable Iron: a. Pipe, 4" and Smaller: ASTM A53, or ASTM A210, schedule 40, black. b. Pipe, 5" and Larger: ASTM A53, schedule 40, black. c. Fittingst ANSI B16.3, 150 psig class, black. d. Unions: MSS SP-76, 300 psig, black. e. Flanges, up to 175paig, ANSIF81151, p125,psig 250°Fs 125 psig, class, blacks ANSI B16.21, non-metallic gasket. f. Joints: ANSI B2.1, pipe threads. 2. Threaded Cast Iron: a. Pipet ASTM A53 or ASTM A120, schedule 40, black. b. Fittings: ANSI B16.4, black, 125 psig class. c. Threads: ANSI B2.1. 3. Flanged Cast Iron: a. Pipe, 4" and Smaller: ASTM A53 or ASTM A120, schedule'40, black. b. Pipe, 5" and Larger; ASTH A53, schedule 40, black. C. Fittings and Flanges: ANSI B16.1, 125 psig class, black; ANSI B16.21, non-metallic gasket. d. Threads: ANSI B2.1. Contra Costa County Detention Facility ws -A4 .z . 4 '4�. GENERAL REQUIREMENTS FOR MECHANICAL WORK Section 15010--Page 10 PART 2 - BASIC MATERIALS AND METHODS 2.1 DESCRIPTION A. Generals This section applies to each mechanical section. B. Definitions—System Pressures When specified herein, means maximum possible pressure of system at a particular elevation. 2.2 PIPE AND FITTINGS A. Asbestos-Cement--Perforated: 1. Pipe and Fittings: ASTM C508, Type II. 2. Couplingss Virgin polyethylene designed to main- tain pipe alignment without using sealing compounds. B. Cast Iron: 1. Pressure: a. Pipe and Fittings: ANSI A21.6, 150 prig working pressure= bituminous external coated. b. Joints: ANSI A21.11, push-on or mechanical. c. Internal Lining: ANSI A21.4, cement-mortar. 2. Soil, Bell and Spigot: a. Pipe and Fittings: ANSI A112.5.2, service weight, bituminous coated interior and exterior. b. Joints: Bell and spigot, neoprene compression gaskets. ..., _. .— Contra Costa bounty ,Detention Facility NN 'q ,f� 3.,� GENERAL REQUIREMENTS FOR MECHANICAL WORK Section 15010--Page 17 1.19 GUARANTEE A. Generals Guarantee all equipment furnished under this specification for a period of one year from date of acceptance against defective workmanship and material, I and improper installation. Upon notification of failure, correct complaint_without cost to the Owner. B. Parts Warranty: Provide standard warranty of manufacturer of more than one year for replacement of parts to apply j after expiration of above period. Furnish replacement parts to Owner or to his service agency as directed. Furnish Owner printed manufacturer's warranties complete with material included and expiration,dates upon ,,. completion of project. <... ... . 1.29BRIEF FORW OF SPECIFICATIONS A. Specifications are written in an abbreviated orstream- linedform and includes descriptive phrases and incomplete Isentences. i B. Omissions of words or phrases such as "The Contractor shall", "In conformity therewith", "shall be", "As noted on the drawings", "according to the drawings", "In accordance with the specifications", "an", "the", and "all", etc., have been done intentionally. C. This method has been employed for the purpose of clarity, and it is hereby declared that all implied words and phrases which would be necessary to make the language grammatically complete are included herein by intent with the same force as though written in each sentence. Contra Costa County Detention Facility <i� t: ; _a,> +- !! ",r; ,?•5� '&u �,. -e..:e�ca:. fYt`� {,, sti •, s "'�' air {z. - a`":``' GENERAL REQUIREMENTS FOR MECHANICAL WORK Section 15010--Page 16 1.17 RECORD DRAWINGS A. Record of Job Progress: Keep an accurate dimensional record of as-built locations and of all work. Keep record up to date on blueline prints as job progresses and available for inspection at all times. Progress payment will not be .approved if drawings are not current. B. As-Built Drawings: Refer to Special Conditions C. Include on As-Built Druwings the following: 1. Main out-off valves plainly marked and identified. 2. Position of all buried or concealed mains accurately dimensioned, both horizontally and vertically. 3. Changes in location of piping, duct or equipment. 4. Ceiling access panel location. 1.16 COMPLETION A. Before Final Review: The work hereunder will not be reviewed for f inal acceptance until Operating and Maintenance Data, Manufacturer's Literature, Valve Directories, Piping Identification Code Directory and nameplates specified herein have been approved and j properly posted in the building and final cleaning has been completed. B. Demonstration of Operations: When the installation is complete and adjustments specified herein have been made, operate the systems for a period of one week, during which time demonstrate to the Architect that systems are completed and operating in conformance with these specifications. Contra Costa 'County Detention Facility r t�ll�9 t'+"k t7 ��;;. C Sa ,a" ♦ a,.�` ', ;..? '" "l`sa '3... ..: GENERAL REQUIREMENTS FOR MECHANICAL WORK Section 15010--Page 15 1.14 ADJUSTING Adjust equipment and system components as indicated or as otherwise required to result in intended system operation. Thereafter, as a result of system operation, or as directed, make readjustments as necessary to refine per- formance and to effect complete system tune-up. 1.15 START-UP SERVICE A. Equipment Check Outs Prior to start-up, check proper equipment rotation, wiring, auxiliary connections, lubrication, venting, controls, and properly set relief and safety valves. B. System Start-Ups Start and.operate systems. Provide services of factory-trained technicians for start-up of major equipment and systems including fans, boilers, and chillers. C. Instructions: Instruct Owner's operating personnel in system operation and maintenance. Instruction on major equipment shall be by manufacturer's representative. Minimum of 8 hours instruction to be scheduled for each major item. 1.16 SPECIAL TOOLS Furnish to Owner one set of any special tools required to operate, adjust, dismantle or repair any equipment of this section. Special tools means those not normally found in possession of mechanics or maintenance personnel. Also location of supplier where extra sets can be purchased. Contra Costa County Detention Facility 4.3k. GENERAL REQUIREMENTS FOR MECHANICAL WORK Section 15010--Page It D. Pipings Flush clean interior of water piping. Upon completion of flushing, completely drain systems at low points; remove, clean and replace strainer baskets and refill systems. (In presence of gyp ) E. Potable Water Systems: 1. Sterilization: After above flush, draining, and refilling, sterilize domestic water systems in accordance with requirements of public health agency having jurisdiction. If Health Department does not have specific requirements, use the following alternative: ALTERNATIVE PROCEDURE: Sterilize domestic water systems with 40 chlorine solution injected into system to concentration of 50 ppm and allow to stand for 24 hours. After this period, purge throughout entire structure at outlets; reduce system chlorine content to less than 1 ppm. 2. Warning Signs: Provide signs at outlets during chlorination. F. Piping Systems: After specified, flushing, draining, and refilling: 1. Heating System: Boil out for period of 4 hours, heating water systems with one pound of trisodium Phosphate for each 60 gallons of water in system. Allow systems to reach design temperature. Upon completion of boiling out, completely drain at all low points; remove, clean, replace strainer baskets.and refill systems. (in presence of inspector) 2. Chilled, Water System: Circulate a descale, de- grease polymer at design flow rates. After one week, completely drain system at all low points. Repeat the above process and add. requited inhibitor. (In presence of inspector) G. Gas: ' After testing of natural gas system, .and before any gas is put into line, blow out entire system of piping to remove scale and dirt; purge air by' filling system with gas. .. Contra Costa County Detention Facility 4.tU, r c *1V ".2k #t3 Ag ekv rte✓'' $ GENERAL REQUIREMENTS FOR MECHANICAL WORK Section 15010--Page 13 C. Valves: 1. Valve Tags: Identify with 1-1/4" x 3" Bemis Lamicoid identification tags installed on stem with brass-breaded chain. Provide engraved numbered tags, indicating service abbreviation, and whether normally open (engraved on green) or normally closed (engraved on red) . 2. Valve Charts: Provide suitably sized graphite and identification diagram, framed with glass or plastic front. Diagram shall indicate piping systems with symbol and valves by number and location and color coding. D. Equipment: 1. Manufacturer's Nameplate: Provide on equipment, identifying manufacturer's name, model number, size, capacity, electrical characteristics, etc. Leave nameplates clean and legible. Install equipment so that view of nameplates is not obstructed. 2. Equipment Identification: Identify with symbol number and service conforming to that indicated. Identification shall be on 1-1/4" x 3" Lamicoid nameplates, securely fastened to equipment. Stick-on not acceptable. E. Controls: Provide engraved Lamicoid identification of function on switches and manually operable controls. 1.13 CLEANING A. Ductworks Clean before installing air outlets;- to done in presence of inspector. B. Underground Air Ducts Remove debris, foreign objects, concrete and dirt. Vacuum clean inside. C. Equipment and Materials: Remove foreign materials including dirt, grease, splashed paint and plaster, etc. Restore to original condition any finish damaged. Contra .Costa County Detention Facility ` ., » '`';, `'se"33".,..sr#•., r>4 :�`t�tt GENERAL REQUIREMENTS FOR MECHANICAL WORK Section 15010--Page i2 G. Ductwork Specialtiest Verify fire and smoke dampers are 100' open. H. Boilers: Test proper operation of combustion, operating and safety controls, and alarms. I. Expansion Tanks: Check proper water level. J. Water Chillers: Test proper operation of control functions including operating thermostats, low-limits, capacity control, and electrical interlock with auxiliary equipment. K. Fuel Oil Equipments Pressure test tank with 5 prig air to confirm no air pressure drop in one hour period. Test proper operation of control functions in conjunction with tests on Boilers. L. Buried Pipe and Equipment Wrapping and Coatings Test surfaces with standard 8,000 to 10,000 volt electrical holiday detector. M. Other Materials and Equipment: 1. Rotation: Verify. 2. Motor Amperage: Verify operating motor amperage does not exceed motor nameplate rating. 3. Pump Shut-Off Discharge Heads Verify actual head corresponds to submittal data. 4. Test as specified; as recommended by equipment manufacturer; and, as otherwise necessary or directed to assure they are complete, operable, and ready for use. 1.12 IDENTIFICATION A. Piping: Stencil identification provided under PAINTING. Cooperative with painter and identify each system and direction of flow. (Stencilby Bradley & Arrows) B. Capped Piping: Provide legible and durable metal tags indicating symbol identification. Contra Costa County Detention Facility a ?,..n�:. . l.s• k..,'....v.� ,,.c.,' .3a�d'..nz'k,.:.., `�?. :.4:z..,#4�_,_+G,,.e.; 44,aj,.la-ax"`ri`'r4; 3' i* `„..:`,+"*:61'��`�Cc '».'3v Wa GENERAL REQUIREMENTS FOR MECHANICAL WORK Section 15010--Page 11 C. Valves: 1. General Service Valves: Test bonnets for tight- ness. Test operate from closed-to-open-to-closed position while under test pressure. 2. Automatic Valves: Test solenoid valves, water regulating valves, and pressure reducing valves for proper operation at settings indicated. 3. Safety Valves: Test relief valves, safety relief valves, safety valves, and temperature and pressure relief valves 3 times. D. Piping Specialties: Test•themometers, pressure gauges, and water meters for accurate indications automatic water feeders, air vents, trap primers, vacuum breakers, and other specialties for proper performance. E. Hangers and Supports: With systems in normal operation, test hangers, supports and rods to insure they are plumb and supporting proper share of load. Additionally support systems and equipment that sway, crawl, or vibrate. F. Ductwork: Test leakage of medium and high pressure ducts per AABC and as follows: 1. Section Tests: a. Round Ducts: Cap section ends and pressurize to 12" WC for 10 minutes. ' b. Rectangular Ducts: Cap section ends and pressurize to 1.5 times fan static pressure, minimum 4" WC for 10 minutes. c. Leakage: Maximum 1/21. ` Reduce pressure to 4" WC, mark leaks for repair. " Repair leaks and retest until maximum leakage level is achieved. 2. System Tests: Test entire system as above, adding terminal box leakage to duct leakage. Contra Costa County Detention Facility Wi1 S .y •s3'4'Ma"x'•a4c^M 'V'vF"F�ik2C�^wg30�S"5J<'�Y.r,WY # �M- {,;?S4�4h GENERAL REQUIREMENTS FOR MECHANICAL WORK Section 15010--Page 10 B. Piping: 1. General: Remove from systems, during testing, equipment which would be damaged by test pressure. Replace removed equipment after testing. Systems may be tested in sections as work progresses= however, any previously tested portion shall be- come a part of any later test of composite system. Correct leaks by remaking joints with new materials makeshift remedies will not be permitted. Test time accrues only while full test pressure is on system. Test before backfilling, concealing, insulating or making connections to potable water system. 2. Test Schedule: Test systems per following schedule. If not scheduled minimum test pressures are 150% of indicated system working or static pressure. Unless indicated otherwise, "Tolerance" shall be no pressure drop, except that due to temperature change, in 24-hour period. Plumbing and Heating i Ventilating Contractors) shall test as often as necessary to prevent delay of other trades. TEST SCHEDULE SYSTEM TEST TEST TOLERANCE MEDIUM PRESSURE Boiler Feed Water 150 psig --- Boiler Blow-Down Water 150 prig --- Heating Water Water 150 psig --- Chilled Water Water 150 prig --- Fuel Oil Oil 150 prig White Cloth 1-hr ., f Chemical Feed Water 150 psig --- , Engine Cooling Water Water 150 psig --- Engine Exhaust Air 5 prig No leaks- 2-hr. Potable and Non- Potable Water Water 150 psig --- Waste Water 15' head No leaks- 2-hr. Vents Water 15' head It Storm Water Water 15' head It Natural Gas jAir 1 50 si One -hour Contra Costa County Detention Facility t�12�3 `F%` `s` y. r GENERAL REQUIREMENTS FOR MECHANICAL WORK Section 15010--Page 9 D. Non-Rigid Systems: For work supported with vibration isolators or pipe rollers, provide seismic restraints designed to permit free movement. After systems are in normal operation, adjust restraints as close as possible to system as possible without actual contact. E. Testing: 1. General: Anchor shall sustain a direct pullout test load equal to two times design load. Remove and replace anchors that are defective and not in compliance with specified criteria; retest. Perform tests in Architect's presence. Provide load test equipment, labor, and accessories required to perform tests. 2. Quantities: Test installed drilled-in anchors as follows: a. Pullout Loading: Test a minimum of 501. b. Shear Loading: Test a minimum of 101. c. Combined Shear and Pullout Loading: Test a minimum of 25%. 3. Additional Testing: Any untested anchor subject to testing if requested by Architect. F. Shop Drawings: Submit details with calculations for seismic restraints as specified under Submittals. 1.11 TESTING A. General: Provide labor and test equipment including test pumps, gauges, instruments, and other equipment required. Use test quality pressure gauges with range of approximately twice test pressure. Use calibrated gauges and instruments. e Contra Costa County Detention Facility il���� . GENERAL REQUIREMENTS FOR MECHANICAL WORK Section 15010--Page 6 a D. Backfilling: Prior to backfilling clean trenches and pits of trash and debris. Compact backfill to original density or to same density as adjacent compacted fill as applicable. Backfill to an elevation of_1'_.above pipe crown or conduit with approved materials containing no rocks over 3/4" in diameters t complete backfilling with approved material containing no rocks larger than 6" in its greatest dimension. Backfill as specified in Soils Report. Legally remove surplus excavated material, rubble, and debris from site. E. Restoration of Surfaces: Restore streets, curbs, and other surface improvements that have been removed due to excavating and trenching. Restore in manner to match adjacent work and in a manner prescribed by authorities having jurisdiction. 3 1.10 SEISMIC RESTRAINTS r _ A. General: Provide seismic restraints for mechanical work per CAC, Title 17, ii. B. Responsibility: Contractor shall be responsible for the following: 1. Design of anchoring and bracing. 2. Obtaining OSA approval of anchoring and bracing. 3. Submitting details and calculations for review by Architect and-OSA. Details and calculations prepared and signed. by a California-licensed structural engineer. C. Criteria: 1. Seismic Bracing: Comply with UBC-1976 and CAC Title 17. SMACNA Guidelines for Seismic Restraints of Mechanical Systems may be used as a guideline. 2. Drilled-In Anchors: Do not exceed 208 of ultimate ` test loads in shear or- pullout as determined by anchor manufacturer's published data or values specified in UBC Table 26G; lesser value governs. Contra Costa County Detention Facility Q04 �. �'-°•f� s.`6r-�._; i�:r'f�,3 R w�-�-,.r'"`'re ;_.a i�,,rpt s�r't:. ��y}•.v�n-.n�-sn::."''�'-'�;k�,•i.*''-ya+g��m3i� `.'>,.a�akrc'.t`3kt`ii's-. i�r':&f=a:.;.�"gY1K"�•;�:, .� ~x,+;�.,aj��.r^ s. .'e.. •.- x F •_cw GENERAL REQUIREMENTS FOR MECHANICAL WORK Section 15010--Page 7 1.9 EXCAVATING, TRENCHING, AND BACKFILLING A. General: Lay pipe and underground ducts at required slopes. Place fittings and valves at required locations and with joints centered, spigots home, and valve stems plumb. 1. Subsurface Explorations: Whenever necessary to determine location of existing underground utility structures, examine available records and make explorations and excavations necessary to determine utility locations. 2. Deviations: Make no deviation from required line or grade without written permission. 3. Safety Provisionss Place and maintain adequate barricades, construction signs, torches, red lanterns, temporary road crossing guards during progress of work. Whenever required, provide watchmen. Observe rules ,and regulations of local authorities.regarding safety provisions. B. Excavating and Trenching% Excavate trenching for underground utility lines to required depths. Tamp bottom of trenches hard] grade to secure required fall. ' Excavate bell holes so pipe will rest on solid ground for its entire length. Sheet and brace open cut trenches and pits per governing laws and ordinances. E�ccavate banks as nearly vertical as practicable. . Where rock or hard material is encountered, .excavate a minimum of 6" below trench depth, unless otherwise shown. Fill overdepth with loose granular moist earth and thoroughly tamp. Trench digging machinery may be used except where its operations will cause damage to trees, buildings, or existing structures above or below ground. At such locations, employ hand methods to avoid such damage. C. Pumping and Drainage of Excavations: Provide. pumps and other incidentals necessary to maintain dry trenches while laying pipe. Contra Costa County Detention Facility . '- t. „' '` � ti;,'.3x. GENERAL REQUIREMENTS FOR MECHANICAL WORK Section 15010--Page 6 c. Equipment: Manufacturer's brochures, ratings, certified shop drawings, lubrication charts and data, parts lists with part numbers, and belt and sheave data. Mark each sheet with equipment identification number and actual installed condition. d. Materials and Accessories: Manufacturer's brochures, parts lists with part numbers and lubrication data where applicable. Mark each sheet with identification number or system and location of installation. 5. As-Built Drawings: a. Deviations: Record any change to mechanical systems including locations, sizes, ,or arrangement. b. Location of Concealed Work: Locate accurately to scale and dimension from column lines, valves, dampers, controllers, underground ducts and pipes. Provide invert elevation of under- ground pipes and ducts at changes of direction in flow. 1.7 PRODUCT HANDLING—PROTECTION OF MATERIALS A. General: Protect materials and equipment from,damage, water, and rust during storage and after installation. Damaged material and equipment will not be permitted. B. Pipe and Ductwork: Cap openings against entry by foreign matter. 1.8 JOB 'CONDITIONS—FIELD MEASUREMENTS Establish lines and levels for each system and coordinate with other systems to, prevent conflicts and maintain proper clearances and accessibility. Contra Costa County - Detention Facility ��12t�9 6..._.t.�st..Fc*�_.a•.:,-_.2 ?<...t-s�.�x-�_ ;:..+...._?:3-i,yF ,,;,_glz -L'G:'4 #te.�. ?F.�d�,bw'�k1:..ff;.k,_ _:#>..,e w�� r 1�tl Nr�t,.i-3v �.,. '.��s 2.�'iw:.},.n�. > .<; .vim.,�.. f.. •.3 :S GENERAL REQUIREMENTS FOR MECHANICAL WORK Section 15010--Page 5 E. Manufacturer's Data: Manufacturer's specifications, data sheets, certified drawings, and installation instructions. Include physical and performance data such as weights, sizes, capacities, required clearances, performance curves, acoustical character- istics, finishes, color selection, and accessories. In addition, include certified drawings on major equipment such as boilers, water chillers, cooling towers, controls, pumps, and tanks. F. Project Closeout: As specified under SPECIAL CONDITIONS. 1. Test Reports: a. Manufacturer's Tests: (1) Factory Tests: As specified for specified equipment. (2) Field Tests: Performance data specified for each specific equipment. b. System Pressure Tests: As specified under paragraph Testing. Test log of pressure tests on each system. Indicate data of test, scope of test, test pressure, duration, 'and observers. 2. Balancing Reports: As specified under BALANCING. 3. Certificates: a. Potable Water Sterilization: Results of sterilization certified by testing agency. 4. Maintenance and Operating Manuals: a. Systems Description: Description of start- up and operating procedures. b. Controls: Diagrams and description of operation sequence of each system. Contra Costa County Detention Facility .,> ,...'+t, . >k. ...,..._...,,L fix,.. -_.:s yt..: "-r�$1t:�a0i7E7?i�isr:�a'-Ltl"=?Z`r,T1'S��.'r._tY F.•}�`.+`�h��ar�i�a�S3�'�;:�}�b x���'�rwS�Y a.��3��:���i�?,za_,..,,..dr y.�a i.. �R. GENERAL REQUIREMENTS FOR MECHANICAL WORK Section 15810--Page 4 3. Manufacturer and Contracotr's Layout Drawings. B. Submittals: 1. Submittals for a product or material or area of work must be complete. Piecemeal submittals will not be acceptable. 2. Identify submittals with Architect's project name and number and with item designation as indicated on drawings, and referenced to applicable paragraphs of the specification. Submit in brochure form. C. Review of Submittals: These will be.reviewed for general design only, and not for method of assembly, erection, construction, or detailed compliance with contract documents. D. Condition of Acceptance of Submittals: • 1. No deviation will be permitted from contract documents, unless specifically 'so noted by Contractor and accepted by Architect, regardless of approval of submittals. 2. Be fully responsible for any error or omissions in submittals, even though submittals were accepted and such deviations were not noted. 3. Be responsible for adequate fit and coordination with all trades in the field. 4. Be responsible for erection installation techniques, for adequate bracing, deficiencies in strength and for maintaining safety of installation. 5. Be responsible for satisfactory performance of all work. Contra Costa County Detention Facility } a { ... ....^;� ..-,..a�=��c:*'r}'a +,!os`3: Her'. .-., `ak. ;,`E43a '"L'�k..?stet'y„ ..',+"•',.i";c ,'c�' ° s�,.�s ,yak". �f* 4'j'r: t' yx::'h f GENERAL REQUIREMENTS FOR MECHANICAL 'WORK Section 15010--Page 3 1.5 SUBSTITUTIONS OF MATERIALS A. Equals: See SPECIAL CONDITIONS for definition. B. Basis for Design: 1. Manufacturer's name and product listed on drawings or listed first in these specifications used as basis for design to establish space requirements, a standard of quality and performance. 2. One or more other manufacturer's names listed in these specifications and following the words "or equal by" acceptable for quality only and may be selected at Contractor's option and responsibility. The phrase"or equal by" followed by manufacturer's name means this manufacturer's product must match I those selected for design, and implies that his standard catalogued product could require certain modifications to meet specified requirements in ' order that it will be acceptable, the responsibility for proving that specified requirements have been met remain with the manufacturer and Contractor. C. Substitutions: For substitution of manufacturer's names, not listed in these specifications, refer to applicable section in Special Conditions. D. Liability of Substitutions: Performance of substitutions must be equal or superior to the item used for basis for design, and must meet all requirements of above "or equal by" clause. Should the substituted item fail to perform in accordance with specifications, replace same with the originally specified item without extra compensation. 1.6 SUBMITTALS A. Generals Make submittals ox the following, .and in the order as listed. Submit material list and obtain approval prior t6 submission of manufacturer's data and shop drawings. 1. Material list. 2. Manufacturer's data. Contra Costa County, Detention Facility ti�ii '< '.'#r.°,as": }' .r'.S,h§ A: rfitx.,.+.>. .." k•L'�..��'•✓.. 'fi `3Y+'3i`"''i5+, rktiY-i:as.�,.' .v.-.�tibt.=4-k. . .. __..x_. .. _'„x.a .,<v. a``. .„ GENERAL REQUIREMENTS FOR MECHANICAL WORK Section 15010--Page 2 B. Work Specified Elsewhere: 1. Under CAST-IN-PLACE CONCRETE: a. Concrete equipment bases. 2. Under Applicable ELECTRICAL Sectionss a. Wirings Power and line voltage control, except as specified. b. Motor Controls: Starters, disconnect switches, except devices as specified. 3. Under PAINTING: a. Finish painting. b. Pipe identification. 4. Under OWNER-FURNISHED EQUIPMENT. 1.4 QUALITY ASSURANCE A. Materials: 1. General: Where two or more units of same class of equipment is required, use products of same I manufacturer] component parts of entire system need not be product of same manufacturer. 2. Electrical Equipment and Safety Devices: Per applicable standards of NECI UL listed and labeled. 3. Pressure Vessels and Pressure Safety Devices: Per applicable standards and bear.label of ASME. B. Workmanship: Arrange work to obtain coordinated installation with proper clearances and systems neatly spaced, running straight and direct as possible, forming right angles and parallel lines with adjacent walls and systems. Contra Costa County Detention Facility MMAAnn�� 0020- _4.;a .. � .'..a, s*- GENERAL REQUIREMENTS FOR MECHANICAL WORK Section 15010--Page 1 PART 1 - GENERAL 1.1 RELATED DOCUMENTS The general provisions of the Contract, including General, and Supplementary Conditions and Division 1, General Requirements, apply to the work specified in this Section. 1.2 LEGAL REQUIREMENTS AND STANDARDS A. General: Comply with applicable sections of state and local codes, laws, ordinances, rules and regulations of authorities having jurisdiction. B. Codes and Standards: Conform to applicable sections of codes and standards, including: 1. Underwriters' Laboratories, Inc. (UL) . , 2. Occupational Safety and Health Administration (OSHA) . 3. State and local fire marshal requirements. 4. National Electric Code (NEC) . C. Minimum Requirements: 1. Comply with requirements of authorities as minimum acceptable work. 2. Drawings and specifications take precedence when they call for materials or construction or better quality or larger size than required by codes, laws, rules and regulations. D. Permits: Obtained and paid for by Owner. 1.3 DESCRIPTION A. General: This Section applies to each mechanical section. Contra Costa County Detention Facility lfl�00 1 a_s.at_, z:�.?s.•�o-�l:,��,a,�,��,.R. ,_. .��' �.,.t:,.-����? Jn�.c °�s+.�' �,r,k.�.,...cYi ,���`' ��s.K�a��� T�"'na � i t,, , ,5}_ ,.. SPECIAL CONDITIONS Section 01010--Page 8 E 1.11 PROJECT SCHEDULE (Continued) 3. Reschedule activities to achieve maximum practical con- currency of accomplishment of activities. 1.12 PAYMENTS A. The Contractor will submit a request for progresspayment to the Construction Manager on the 20th of each month. The Construction Manager will review the payment request and modify as necessary to protect the best interests of the County. The Contractor " will be allowed to project work he will have completed through the 25th of that month. Upon approval'by the Project Manager- the payment will be disbursed by the County on or about the 15th of the following month. B. In making such progress payments, there shall be retained 10 percent of the estimated amount until final completion and acceptance of the Contract work. However, if the Project Manager, at any time after 50 percent of the work has been completed, finds that satisfactory progress is being made, he may authorize any of the remaining progress payments to be made in full. , **END OF SECTION** Contra Costa County Detention Facility (19313 SPECIAL CONDITIONS Section 01010--Page 7 1.11 PROJECT SCHEDULE (Continued) 1. The Schedule, when approved by the Project Manager, shall be the basis for the dates for starting and completing the work (including changes) for the Project. It shall be the duty of the Contractor to conform to the approved Schedule and to arrange his work in such a manner that it will be installed in accordance with the Schedule. 2. The Construction Manager will establish a program to re- evaluate and update the Schedule periodically in accordance with the requirements of the job. A representative of the Contractor shall meet with the Construction Manager and shall furnish to him information necessary for such re- evaluating and updating, and, if applicable,.information in regard to changes in the work and the Contractor's proposed effort to overcome any incurred delays. The form of such information shall be specified by the Con- struction Manager. 3. The Contractor shall coordinate his letting of subcon- tracts, material purchases, delivery of materials, sequence of operations, etc., to conform to the approved Project Schedule and shall furnish proof of same as may be required by the Construction Manager and the Project Manager. B. Whenever it becomes apparent that any completion date will not be met, the responsible contractors shall take some or all of the following action at no additional cost to the County. 1. Increase construction manpower in such quantities and crafts as will substantially eliminate the backlog of work. 2. Increase the number of working hours per shift, shifts per working day, working days per week, or the amount of con- struction equipment or any combination of the foregoing, sufficient to substantially eliminate the backlog of work. Contra Costa County Detention-Facility .00202 44h -s?'.., ._.w SPECIAL CONDITIONS Section 01010--Page 6 1.10 COORDINATION WITH OTHER CONTRACTORS (Continued) D. Should any other contractor having, or who shall hereafter have a contract with the County for the performance of work upon the site sustain any damage through any negligent act or omission of a sub- contractor or of the Contractor, the Contractor shall reimburse. indemnify. and hold the County and the Construction Manager harm- less from all such claims. E. The Contractor shall immediately notify the Construction Manager of any actual or impending labor dispute which may affect or is affecting the Schedule of the Contractor's or an other contractor's work. In addition, the Contractor shall take all appropriate measures to eliminate or minimize the effect of such labor dispute on the Schedule, including, but not limited to, such measures as: promptly seeking appropriate injunctive relief; filling appropriate charges with the National Labor Relations Board under the applicable provisions of the Labor Magagement Relations Act of 1947, as amended; filing appropriate damage actions; taking such measures as establish- ing a reserved gate, as appropriate; if reasonably feasible, seeking other sources of supply or service; and any other measures that may be appropriately utilized to limit or eliminate the effect of the labor dispute. 1.11 PROJECT SCHEDULE A. The Construction Manager will develop a construction Schedule for the Project and will utilize it in the planning, coordinating, and performing work under this Contract, including subcontractors, equipment vendors, and suppliers. Contra Costa County Detention Facility O0201 � $e.�'` r � ''i. e' .y t x,4 4 fA61 Z- t31i t.^€n sx„ �i- � ..�'''<: s. SPECIAL CONDITIONS Section 01010--Page 5 1.9 OTHER WORK (Continued) B. All contractors on the Prosect shall have equal rights on the premises for the performance of their work, but shall follow the sequence established by the approved progress schedule and/or instructions issued by the Construction Manager. 1.10 COORDINATION WITH OTHER CONTRACTORS A. During the progress of the work other contractors will be engaged in performing other work on this Project. The Contractor shall ` coordinate the work to be done hereunder with the work of such other contractors in such manner as the Construction Manager may 1 direct. i B. If the Project Manager determines that the Contractor is failing to coordinate his work with the work of other contractors as 1 directed by the Construction Manager, the County may upon written notice: 1. Withhold any payment otherwise due hereunder until the 1 Contractor complies with the Construction Manager's directions. 2. Direct others to perform portions of the Contract and charge cost of work to Contract amount. 3. Terminate any and all portions of the Contract for the Contractor's failure to perform in accordance with the Contract. C. If the Contractor notifies the Construction Manager in writing that another contractor on this Project is failing to coordinate his work with the work of this Contract as directed, the Construction Manager will promptly investigate the charge. If he finds it to be ttue, he will promptly issue such directions to the other con- tractor with respect thereto as the situation may require. Contra Costa'County Detention Facility nn(( r, V0g oo x-•.-.vt..4+a,Xr SPECIAL CONDITIONS Section 01010--Page 4 1.4 TEMPORARY TOILET FACILITIES Adequate toilet facilities will be provided and maintained in a clean and sanitary condition by the General Conditions Work Con- tractor for the use of all Contractors. The use of chemical toilet facilities will be permitted. 1.5 WATCHMAN The services of a watchman are not required under this Contract. Each Contractor shall be responsible for and make good any loss or damage due to vandalism or robbery during construction. 1.6 DRINKING WATER The Contractor shall provide his own forces with drinking water. 1.7 HOISTING FACILITIES The Contractor will provide his own hoisting. 1.8 SCAFFOLDING Each Contractor shall be responsible for his own scaffolding. 1.9 OTHER WORK A. To the extent that any part of the Contractor's work is to inter- face with work performed or installed by other contractors, the Contractor shall inspect and measure the in-place work and promptly report to the Construction Manager any defect in such in-lace work that will impede, or increase the cost of, the Contractor s inter- face unless corrected. The Construction Manager will require the Contractor responsible for the defective work to make corrections so as to conform to his Contract requirements or, if the defect is the result of a defect or omission in the Specifications or Draw- ings, issue a change order. If the Contractor fails to measure, inspect, and/or report any defects that are reasonably discoverable, all costs of accomplishing the interface acceptably shall be borne by the Contractor. The foregoing does not apply to latent defects; in another contractor's work at any time such defects become known, and the Construction Manager shall promptly thereafter take such steps as may be appropriate. Contra Costa Coun DetentipnFacilitQ . SPECIAL CONDITIONS Section 01010--Page 3 1.2 CONSTRUCTION MANAGER (Continued) 10. Implement the County's procedures for the processing of change orders, including applications for extensions of time. 11. Review all applications by the various contractors for progress payment and final payment and make recommendations to the Project Manager for approval. 12. Review , assemble and transmit written guarantees, war- ranties, instruction manuals and other data required of the contractors. 1.3 CLEANUP A. Each Contractor for a Work Category or Categories shall: 1. Clean up all waste material, rubbish, and debris resulting from his own operations on a daily basis. 2. Not allow waste materials. rubbish, and debris to accumulate on the site and become unsightly or hazardous. 3. Remove grease, dust, dirt, stains, labels, fingerprints, and other foreign materials from interior and equipment ; furnished as a part of his subcontract. 4. Repair. patch, and touch up marred surfaces to match. adjacent finished damaged by his work forces. B. If, in the opinion of the Construction Manager, any of the work I described above is neglected by a Contractor or Contractors. the Construction Manager shall have the work done and deduct the cost from his (their) contract(s) as their interests may appear. Contra Costa County Detention Facility 00198 SPECIAL CONDITIONS Section 01010--Page 2 1.2 CONSTRUCTION MANAGER A. The Construction Manager has been given the authority to act for the Project Manager as follows: 1. Coordinate the work of the various contractors on the Project; 2. Maintain a competent full-time construction supervisory and inspection staff at the fob-site for the coordination and direction of the work of the various contractors; 3. Establish on-site organization and lines of authority in order to carry out the overall plans of the County in all phases of the Project on a totally coordinated basis; 4. Establish procedures for coordination among the Project Manager, the Architect, the various contractors and the Construction Manager itself with respect to all aspects of the Project and implement such procedures at the direction of the Project Manager; 5. Prepare a comprehensive construction schedule for the Project which will include a schedule for each of the various con- tractors and trades, and submit such schedule for approval by the Project Manager. The Construction Manager will revise such schedule as necessary to incorporate approved scheduling data submitted by the various contractors; 6. In cooperation with the Architect, coordinate and inspect the work of the contractors on the Project until final completion and acceptance of the Project Building by the County to assure that the materials furnished and work performed are in accordance with the requirements of the respective contracts and that the work on the Project is progressing on schedule; 7. Determine the adequacy of the contractors' personnel and equipment and the availability of necessary materials and supplies and take the action necessary to maintain the 1 job schedule; 8. Monitor contractor's submittals to Architect for approval of all shop drawings, catalogs and samples, and establish procedures for expediting the processing thereof; 9. In cooperation with the Architect review all requests or I recommendations for changes; I Contra Costa County Detention Facility _ -sti, .. .-t .Y .3:_s�'-�. ea��s�io--y^�,P.,�?i�.�.,4y��e�1nM+��-,$a,�ti�,�,,�`r Ls�.�='�.:_.:zs•7 � �"t e,"�. .+`-�'at.'.` � '�*-'���txx�.� zu SPECIAL CONDITIONS Section 01010--Page 1 1.1 GENERAL A. Information given in the Special Conditions shall supersede infor- mation given in the Information to Bidders, General Conditions, and Supplementary Conditions, whenever discrepancies arise. 1. The Information to Bidders is made a part of the Contract Documents to the extent applicable thereto. B. Under the direction of the Project Manager the Construction Manager shall inspect and supervise the construction of the Project build- ing through to completion and shall see that the materials furnished and the work performed by the Contractor are in accordance with the Contract Documents. His supervision shall in no way supersede or dilute the Contractor's obligation to perform the work in conformance with all Contract requirements, but the Construction Manager is empowered by the County to act on its behalf with respect to the proper exeuction of the work and shall give instruction to require such corrective measures as may be necessary in his opinion to ensure the proper performance of the Contract or to protect the interest of the County. Except as otherwise provided herein, the Construction Manager shall determine the amount, quality, accept- ability, fitness, and progress of the work covered by the Contract. 1. It shall be the duty of the Contractor to comply with all procedures established and/or implemented by the Construction Manager and approved by the Project Manager as stated above. In the event any such procedures are at variance with other provisions of these Special Conditions, such procedures shall prevail. 2. The Construction Manager may call for meetings of the contractors, subcontractors, and material suppliers as he deems necessary for the proper coordination of the work. Such meetings shall be held at the sites on regular working days during regular working hours, unless otherwise directed by the Project Manager. Attendance shall be mandatory for all parties notified to attend. C. Nothing in any of the Contract Documents shall be interpreted as being contrary to law or ordinances, and all codes and laws of governing agencies shall be followed as though they were herein bound. Contra Costa County Detention Fac li t QiU1�� l t. zj�a" SS Y 'ttsy L�« a '9x•gp,•s.L.c REQUIREMENTS--AN AFFIRMATIVE ACTION PLAN Certifications A. Bidders' Certification. A bidder will not be eligible for award of a contract under this invitation for Bids unless such bidder has submitted as a part of its bid the following certification, which will be deemed a part of the resulting contract: BIDDERS' CERTIFICATION certifies that: BIDDER) 1. it intends to employ the following listed construction trades in its work under the contract and 2. (a) as to those trades set forth in the preceding paragraph one hereto for which it is eligible under Part 1 of these Bid Conditions for partici- pation in the Contra Costa Plan, it will comply with the Contra Costa Plan on this and all future construction work in Contra Costa County - within the scope of coverage of that Plan, those trades being: .. and/or (b) as to those trades for which it is required by these Bid Conditions to comply with Part II of these Bid Conditions, it adopts the minimum minority manpower utilization goals and the specific affirmative action steps contained in said Part II on this and all future construction work in Contra Costa County, subject to these Bid Conditions. those trades being • and 3. it will obtain from each of its subcontractors and submit to the contracting or administering agency prior to the award of any subcontract under this contract the subcontractor certification required by these Bid Conditions. Signature of authorized representative of bidder) �,8 001,95 `t`s'4vti"'s`' �i:h.+a`�.ra-.,�'�.""6't• ���++.z,�. ��"�....tat_.� 4.�K',�,-4,. `Fi> .L ..'s.�.`t. , :;fit, x .. �_„u ,.. .,x�i,tl at::. s ..,. . ., ,.. . PROPOSAL (Bid Forms.--(Continueda LIST OF SUBCONTRACTORS: Portion of Work Name Place of Bidders J-7U19 ',�. <�� •� x:ai?':,'..�.r... a.,m,,: ., .s.3.�4au"5"4<i.� .y.,, aS _ t ..��.� za s,,C.ti 1�,,� r � i �� .. ' 'r�5,"s»r3aY�.��.+.��,:�',r'�&x.� K`:ri' �"���k� 7�"i��.'''kk-z w'��a&tyy•`` a:a�^,. � i,v= vc_.. Ii t PROPOSAL (Bid Form) (Continued) The undersigned hereby certifies that this bid is genuine and not sham or collusive, or made in the interest or in behalf of any person not herein named, and that the undersigned has not directly induced or solicited any other bidder to put in a sham bid, or any other person, firm, or corporation to refrain from bidding, and that the undersigned has not in any manner, sought by collusion to secure for himself an advantage over any other bidder. Attached is a list of the names and locations of the place of business of the subcontractors. �- Attached is bid security as required in the Notice to Contractors. O Cash OBidders Bond O Cashiers Check O Certified'Check The following addenda are hereby acknowledged as being included in the bid: Addendum / dated Addendum / dated Addendum / dated Firm By Title Address Phone Licensed in accordance with an act providing for the registra- tion of Contractors, Classification and License No. Dated this day of 19 � �6� f1U193 . t _e...`..«t,�i.=?Ciir.;.k +I�:y...}„�`�i2.'. t•_„ ,-c,''.1�1, .#.e��3s v.�'. 3e .n',t-I, "a�., f PROPOSAL (Bid Form) (Continued) B. The Contractor shall submit a separate price to increase the evaporation surface on the two centrifical water chillers, as shown on Drawing M-2. Add the sum of: Dollars ($ ). The undersigned has examined the location of the proposed work and is familiar with the Plans, Specifications and other Contract Documents and the local conditions at the place where the work is to be done. The undersigned has checked carefully all of the above figures and understands that the Board of Supervisors will not be responsible for any i errors or omissions on the part of the undersigned in making up this bid. It is understood that this bid is based upon completion of the work within 519 calendar days from and after the date of the Notice to Proceed. Notice to Proceed is scheduled for December 13, 1977. ' 00192 . J-5 C. ..r_:`c.. =ti.''.a-,.._..,.5._'.,ht.:sai ...��.3�; •t'�t0. _i J:_w_�v s,_ei-�,��t-��i r _.��-a-fi:�..-�_z 5.�ai`= +�.�.--e$`�ik.�siYe.:�if r'of��s3"s ��. .?-.`,. PROPOSAL (Bid Form) (Continued) B. The Contractor shall submit a separate price to increase the evaporation surface on the two centrifical water chillers, as shown on Drawing M-Z. Add the sum of: Dollars BID NO. 6 - Plumbing and Sprinkler (Combined Price) Shall include all of the work for the construction and completion of all Plumbing and Sprinkler work as shown or noted on the Contract Drawings and as specified herein. For the sum of: Dollars BID 110. 7 - Mechanical, Plumbing and Sprinkler (Combined Price) Shall include all of the work for the construction and completion of all Mechanical. Plumbing and Sprinkler work as shown or noted on the Contract Drawings and as specified herein. For the sum of: Dollars ALTERNATES: A. The Contractor shall submit a separate price to omit the installation of the solar panel hot water heating system and merely provide for future installation of a solar system as shown on Drawing M-17. Contractor shall include in this separate price the cost of all temperature controls for solar system as specified in Section 17100. Deduct the sum of: Dollars J-q 00191 L� t PROPOSAL (Bid Form) (Continued) ALTERNATES: A. The Contractor shall submit a separate price to omit the installation of the solar panel hot water heating system and merely provide for future installation of a solar system as shown on Drawing M-17. Contractor shall include in.this separate price the cost of all temperature controls for solar system as specified in Section 17100. Deduct the sum of: Dollars ($ ). B. The Contractor shall submit a separate price to increase the evaporation surface on the two centrifical water chillers, as shown on Drawing M-2. Add the sum of: Dollars ($ �. BID NO. 5 - Mechanical and Sprinkler (Combined Price) Shall include all of the work for the construction and completion of all Mechanical and Sprinkler work as shown or noted on the Contract Drawings and as specified herein. For the sum of: Dollars ($ ), ALTERNATES: A. The Contractor shall submit a separate price to omit the installation of the solar panel hot water heating system and merely provide for future installation of a solar system as shown on Drawing M-17. Contractor shall include in this separate price the cost of all temperature controls for solar system as specified in Section 17100. Deduct the sum of: Dollars ( ). J-3 00190 t,.,a PROPOSAL (Bid Form) (Continued) B. The Contractor shall submit a separate price to increase the evaporation surface on the two centrifical water chillers, as shown on Drawing M-2. Add the sum of: Dollars ($ ), BIO NO. _2 - Plumbing (Separate Price) Shall include all of the work for the construction and completion of all Plumbing work shown or noted on the Contract Drawings and as specified herein. For the sum of: Dollars ($ ), BID NO. 3 - Sprinklers (Separate Price) Shall include all of the work for the construction and completion of all Sprinkler work shown or noted on the Contract Drawings and as specified herein. For the sum of: Dollars ($ ), BID NO. 4 - Mechanical and Plumbing (Combined Price) Shall include all of the work for the construction and completion of all Mechanical and Plumbing work as shown or noted on the Contract Drawings and as specified herein. For the sum of: Dollars J_2 00189 (Bidder) PROPOSAL (Bid Form) BIDS WILL BE RECEIVED UNTIL THE 23rd Day of November 1977 at 2:00 PM, in the Public Works Department, 6th Floor, Administration Building, Martinez, California 94553. TO THE BOARD OF SUPERVISORS OF CONTRA COSTA COUNTY: Gentlemen: The undersigned hereby proposes and agrees to furnish any and all required labor, material, transportation, and services for the Cootra Costa County Detention Facility in strict conformity with the Plans, Specifications and other contract documents on file at the Office of the Clerk of t►c, Boars! of Supervisors, First Floor, Administration Building. Martinez, California 94553, for the following sums; namely: OM: IF NOT BIDDING ON AN ITEM OF WORK. THE BIDDER SHALL STATE "NO BID". BID NO. 1 - Mechanical (Separate Price) Shall include all of the work for the construction and completion of all Mechanical work shown or noted on the Contract Drawings and as specified herein. For the sum of: Dollars ($ ). ALTERNATES: A. The Contractor shall submit a separate price to omit the installation of the solar panel hot water heating system and merely provide for future installation of a solar system as shown on Drawing M-17. Contractor shall include in this separate price the cost of all temperature controls for solar system as specified in Section 17100. 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R �,., • � � >• t:•r sr rl �` '!'C 3t � t .. \ - 'KV •a t �4.Ja 1 1 '.7 7 'r '� t 1 11 .,,r ti. - =�i 1.r 't,+s i'.vt,r ,�,-ay .�'' ':7 '"` ,., ,.♦'t-.moi,. '� ' ?,'i.`• " •t i 55+=, ry 1^ t �:`z �}•�.1 ' • 1 j i. T •c �i� -i+j� � ,,��•..�_-y ,3� V'e'j•�{tr'�y.•.. '•n r'..7 ��cor i�_�.. w .,Y �V.. �V'i.t��l � .� �$.`• -y\ �I 1•.,. .>jcr}��y�4r1",yt � ,r i' _ti�' •It E s•l .=t� LY ` �i � a�s r. l� .a I- •Y i {.r7��1. 1� %�`r.�.r t-1�L �_`..:`� '.\�...j•r`ll'n�'JB���, �$'.�gE 1 �.. .•.7r�I""ter t.. $14 c•.�'_ r• til. tr ttt� i� �' �.. ' " ����a��g��;���4��a+, E �• �.'+� . 4�iN � �"� < '{t.7C 5i �.•n :Lti4S`'r♦ 1 i o= . . r.ti t 3^�8 a:�3� •:c'�-`�`.d '�.�`il�$lip u �1�w1�$.Z Ca i[ _�. r s '�•.'~r �� ydu ..�..$r�.�k--'. �.i••.� w$.IJ3$• u ��,.$ t I •- �t ! -?F�•T'. t _ .. £ ' a 't_ .l �s." ''��4:,•T' �i: ♦ trw.V..+!A S•.J �Tt•...••t .*.t Ma 7• ,. I` / .µ t "♦ 'r+`rIYtTM� 1.r1,``�. ,•a_i;ti'���r' -• a..•. Y' t "'r '�. 4 - `I rr � t 1_ T-�J i 7';�I -�'�r�--♦^xi...uc � � :r-- r �.,r •� �����r ^t� - 1 K.., p �r� ♦ 't �t 4' � �. Z v -.1 t tt •.v �ti'i. ti , '..t•-. ,'CRS X •� '.s , �' • t .•4:^ate '� 'Z .t'..._ ..�Y 'a,�.♦:Y:7 f'S �" •"T � l.��T.�lr _ •i v,�>i .. :i. APPRENTICE AND TRAINEE E14PLOYMENT REQUIREMENTS (1) The contractor agrees: (i) That he will make a diligent effort to hire for the performance of the contract a number of apprentices or trainees, or both, in each occupa- tion, which bears to the average number of the journeymen in that oce'upa- tion to be employed in the performance of the contract the applicable ratio as determined by.the Secretary of Labor, (ii) That he will assure that 25 percent of such apprentices or trainees in each occupation are in their first year of training, where feasible. Feasibility here involves a consideration of (a) the availability of training opportunities for first-year apprentices, (b) the hazardous nature of the work for beginning workers, (c) excessive unemployment of apprentices in their second and subsequent years of training. (iii) That during the performance of the contract he will, to the greatest extent possible, employ the number of apprentices or trainees necessary to meet currently the requirements of subdivisions (i) and (ii) of this sub- paragraph. (2) The contractor agrees to maintain 'records of employment by trade of the number of apprentices and trainees, apprentices and trainees by first year of training, and of Journeymen, and the wages paid and hours of work of such apprentices, trainees and ,journeymen. The contractor agrees to make these records available for inspection upon request of the Department of Labor and the Federal agency concerned. (3) The contractor who claims compliance based on the criterion stated in Sect. 5a.4(b) agrees to maintain records of employment, as described in Sect. 5a.3 a (2), on non-Federal and non-Federally-assisted construction work done during the performance of this contract in the same labor market area. The contractor agrees to make thele records available for inspection upon request of the Department of Labor and the Federal agency concerned. (4) The contractor agrees to supply one copy of the written notices re- �quired in accordance with Sect. 5a.4(c) at the request of Federal agency compliance officers. The contractor also agrees to supply at 3-month intervals during performance of-the contract and after completion of..' contract performance a statement describing steps taken toward making a diligent effort and'containing a breakdoWn.by craft,, of hours worked and; wages paid for first=year apprentice,. and trainees, other apprentices..and trainees, and Journeymen. pne'copy. of. the statement will be'.seot,to, the agency concerned,, and one to the Secretary of Labor. (5) The contractor agrees to insert in'any subcontract under thiscop= tract the requirements contained in this paragraph (29 C.F.R. 5a3(a). (1).' (2), M., (47, and (5)). Sections 5aA,.5a•51, 546, and 5a7 shall also be attached to each such'contract for the information of the contractor. - The term "contractor" as 'used in such 'clauses in any subcontract shall mean the subcontractor. 0151 ,.. ,..,• _.. ..., -..�w.�4�.3.s.�r,� .. . ±. 3? :.�.._.te..z �.a�t'r"",,.��'�i�'i =.L.sa ,.r#i..�t.:%i`�+�:�a}'Y�fe - �xs �,c`�ifr'x�-.§rr5���#�����''� tinwFr`` conform with the work he performed. A submission of a "'Weekly Statement of Compliance" which is required under this contract and the Copeland regulations of the Secretary of Labor (29 CFR, Part 3) and the filing with the initial payroll or any subsequent payroll of a copy of any findings by the Secretary of Labor under 29 CFR 5.5 (a) (1) (iv) shall satisfy this requirement. The prime contractor shall be responsible for the submission of copies of payrolls of all subcontractors. The contractor will make the records required under the labor standards clauses of the con- tract available for inspection by authorized representatives of the (write the name of agency) and the Department of Labor. and will permit such representativgs to interview employees during working hours on the Job. (4} Apprentices Apprentices will be permitted to work as such only whenthey are registeredo individually, under a bona fide apprenticeship program registered with a State apprenticeship agency which is recognized by the Bureau of Apprenticeship and Training. United States Department of Labor; or, if no such recognized agency exists in a Stateo under a program registered with the Bureau of Apprenticeship and Training,.United States Department of Labor. The allowable ratio of apprentices to journeymen in any craft classification shall not be greater than the ratio permitted to the contractor as to his entire work force under the registered program. Any employee listed on a payroll at an apprentice wage rate, who is not registered as above. shall be paid the wage rate determined by the Secretary of Labor for the classification of work he actually performed. The contractor or subcontractor will be required to furnish to the contracting officer written evidence of the registration of his program and apprentices as . well as of the appropriate ratios and wage rates, for the area of construction prior to using any apprentices on the contract work. (5) Compliance with Copeland Regulations (29 CFR Part 3). The contractor shall comply with the Copeland Regulations (29 CFR Part 3) of the Secretary of Labor which are herein, incorporated by reference.' (6) Subcontracts The contractor will insert in any''subcontracts the clauses' ' contained in 29 CFR 5.5 (a) (1) through (5) and (7) and such other clauses as the (write in the name of Federal agency) may by a - propriate instructions require, and also a clause requiring the subcontractors to include these clauses in any lower tier sub contracts which.they may enter into, together with a clause re- ' quiring this insertion in any further subcontraf ts. that may in turn be made. (7) Contract termination; debarment A.breach of clauses (1)7 through (6) maybe:grounds for termination of the contract,'and for debarment as provided in 29CFR 5.6. , �. 001153 ,.i `4.&_ ...t.m$t,.:, .tri n�.V t .,...A<s4 �.•t">.5=... s,.�..xs ,.._ am. +rutty.»-S -rz � r?.} .m,. part of this contract, Provided,however. The Secretary of Labor has found, upon the written request of the contractor, that the applicable standards of the Davis-Bacon Act have been met. The Secretary of Labor may require the contractor to set aside in a separate account assets for the meeting of obligations under the plan or program. (2) Withholding The County may withhold or cause to be withheld from the contractor so much of the accrued payments or advances as may be considered necessary to pay laborers and mechanics employed by the contractor or any subcontractor on the work the full amount of wages required by the contract: In the event of failure to pay any laborer or mechanic employed or working on the site of the work, or under the United States Housing Act of 1937 or under the Housing Act of 1949 in the construction or development of the pro- iect, all or part of the wages required by the contract, the Agency) may, after written notice to the contractor, sponsor, applicant, or owner, take such action as may be necessary to cause the suspension of any further payment, advance. or guarantee of funds until such violations have ceased. (3) Payrolls and basic records_ (i) Payrolls and basic records relating thereto will be maintained during the course of the work and preserved for a period of three years thereafter for all laborers and mechanics working at the site of the work, or under the United States Housing Act of 1937, or under the Housing Act of 19499, in the construction or develop- ment of the project. Such records will contain the name and address of each such employee, his correct classification. rates of pay (including rates of contributions or costs anticipated of the types described in section 1 (b) (2) of the Davis-Bacon Act). daily and weekly number of hours worked. deductions made and actual wages paid. Whenever the Secretary of Labor has found Under 29 CFR 5.5 (a) (1) (iv) that the ►rages of any laborer or mechanic include the amount of any costs reasonably anticipated in providing benefits under a plan or program described in section 1 (b) (2) (B) of the Davis-Bacon Act, the contractor shall maintain records which show that the commitment to provide 'such benefits is enforceable, that the plan orprogram has been communicated in writing to the laborers or mechanics affected, and records which show the costs anticipated or the actual cost incurred in providing such benefits. (ii) The contractor will submit weekly a •copy of all payrolls. tQ the (write in name of appropriate Federal agency) if the agency is a party to the contract, but if the agency is not such a party the contractor will'submit the payrolls to the applicant, sponsor. , or owner, as the case may be, for transmission to the (write in name of agency). The copy shall beaccompanied by a statement signed by the employer or his agent indicating that the payrolls are correct and complete, that the wage rates contained therein are not less than those determined by the. Secretary of Labor and that the classifications set forth •for• each Taborer or mechanic, 00152I-2 _ S . _ _.,...,_..._..._.__ C >xe_.,•�s_„ .. �tE;�:za..4 ._ ¢_i<� .�, �k a_ va"t. f._.,_._<!s...s.t.�a�rts.��-�`,. 3s.g�,��€`r FEDERAL!REQUIREMENTS The Contractor is informed that Federal Funds will be used to finance this Project and the following Federal requirements must be complied with: Equal Em to ment Opportunit --' During the performance of this ontract the Contractor agrees as follows: ; (1) Minimum wages (i) All mechanics and laborers employed or working upon the site of the work, or under the United States Housing Act of 1937 or under the Housing Act of 1949 in the construction or development of the project, will be paid unconditionally and not less often than once a week, and without subsequent deduction or rebate on any account (except such payroll deductions as are permitted by regulations .issued by the Secretary of Labor under the Copeland Act (29 CFR Part 3), the full amounts due at the time of Payment computed at wage rates not less than those contained in the wage determination decision of the Secretary of Labor which is attached hereto and and made a part hereof, regardless of any contractual relationship which may be alleged to exist between the contractor and such laborers and mechanics; and the wage determination decision shall be posted by the contractor at the site of the wont in a prominent place where it can be easily seen by the workers, For the purpose of this clause, contributions made or costs reasonably anticipated under section i (b) (2) of the Davis-Bacon Act on behalf of laborers or mechanics, subject to the provisions of 29 CFR 5.5 (a) (1) (iv). Also for the purpose of this.clause, regular contributions made or costs incurred for more than a weekly period under plans, funds, or programs, but covering the particular weekly period are deemed to be constructively made or incurred during such weekly period. (ii) The contracting officer shall require that any class of laborers or mechanics which is not listed in the wage determination and which is to be employed under the contract, shall be classified or reclas- sified conformably to the wage determination, and a report of the r, action taken shall be sent by the Federal agency to the Secretary of ' Labor. In the event the interested parties cannot agree on the proper classification or reclassification of a particular class of laborers and mechanics to be used, the question accompanied by the recommend- ation of the contracting officer shall be referred to the Secretary for final determination. (iii) The contracting officer shall require', whenever the minimum wage rate prescribed in the contract for a class of laborers or mechanics includes a fringe benefit which is not expressed as an hourly wage rate and the contractor is obligated to pay a cash.equiva- lent of such a fringe benefit,'an hourly cash equivalent thereof to be established. In the event the interested parties cannot agree upon a cash equivalent of the fringe benefit, the question, accom- panied by the recommendation of the contracting Officer, shall be referred to the Secretary of Labor for determination. (iv) If the contractor does not make payments to'a•trustee or other third person, he may consider as part of the wages of any laborer or mechanic the amount of any costs reasonably anticipated in providing benefits under a plan or program of a type expressly,listed in the wage determination decision of the Secretary of Labor which is a I , OU151 .,'• " ,' .. . t .. ... „k2 . . . .,r.,.. ..1.. ;4.m k. '. _. ''*s���' �%�-`S-z�. ,_..a.", ... .+,tea.t'M.z #:w,..,.a'' . B. Requirement--An Affirmative Action Plan (Con't) Part IV: Compliance and Enforcement. (Con i) above and by making every good faith effort to make those steps work toward the attainment of its goals within its timetables. The pendency of such formal proceedings' shall be taken into consideration by Contra Costa County in determining whether such ' contractor or subcontractor can comply with the requirements contained therein and is therefore a "responsible prospective contractor." ; It shall be no excuse that the union with which the contractor has a collective bargaining agreement providing the exclusive referral failed to refer minority employees. , The procedures set forth in these conditions shall not apply to any contract when the Contra, Costa County Public Works Department determines that such contract is essential to the national security and that its award without following such procedures Is necessary to the national security. Contractors and subcontractors must keep such records and file such reports . relating to the provisions of thefe Bid Conditions as shall be required by the Contra Costa County Public Works Department. Submittal of CALTRANS form HC-7, FEDERAL-AID HIGHWAY CONSTRUCTION CONTRACTOR'S EEO REPORT or optional form 66, 14ONTHLY 14ANPOWER UTILIZATION REPORT will be required monthly. Additional forms or reports that ma yy be required will be presented at a pro-construction conference to be held prior to the start of work. For the information of bidders, a copy of the Contra Costa Plan may be obtained from the Contra Costa County Public Works Department. 00150 -H-9 e t 4 ri B. •Requirement—An Affirmative Action Plan (Con't) Part IV: Compliance and Enforcement. (Con't) clause, including suspension, termination and cancellation of existing subcontracts as may be imposed or ordered by the Contra Costa County Public Works Department. Any bidder or contractor or subcontractor who shall fail to carry out such sanctions and penalties shall be deemed to be in noncompliance with these Bid Conditions. Violation of any substantial requirement in the Contra Costa Plan by a contractor or subcontractor covered by Part 1 of these Bid Conditions, including the failure of suph contractor or subcontractor to make a good faith effort to meet its fair share of the trade's goals of minority manpower utilization, or of the requirements of Part 11 hereof by a contractor or subcontractor who is covered by Part 11, shall be deemed to be in noncompliance by such contractor or subcontractor with the Equal Opportunity Clause of the contract, and shall be grounds of imposition of the sanctions and penalties provided herein. The Contra Costa County Public Works Department shall review its contractors' and subcontractors' employment practices during the performance of the contract. In regard to Part 11 of• these conditions, if the contractor or subcontractor meets its goals or if the contractor or subcontractor can demonstrate that it has made every good faith effort to meet those goals, the contractor or subcontractor shall be presumed to be in compliance with these Bid Conditions and no formal sanctions or proceedings leading toward sanctions shall be instituted unless the agency otherwise determines that the contractor or subcontractor is not providing equal employment' opportunities. In Judging whether a contractor or subcontractor has met its goals, the agency will consider each contractor's or subcontractor's minority manpower utilization and will not take into consideration the minority manpower utilization of its subcontractors. 'dhere the agency finds that the contractor or subcontractor has failed to comply with the requirements of these Bid Conditions, the agency shall take such action and impose such sanctions as may be appropriate, including,. but not limited to: . 1. Withholding of payments to the contractor under the contract until the contractor complies, and/or 2. Cancellation, termination or suspension of the'contract, in whole or in part, and/or 3.. To the extent allowed by applicable State Statutes, the contractor may be declared ineligible for further County Public Works contracts until he satisfies the County that he has established and is'implementing an Equal' Employment Opportunity program which conforms to the. provisions contained herein.' When the agency proceeds with such formal action, it has the burden of proving that the contractor has not met- the requirements of these Bid Conditions, but the contractor's failure to meet his goals shall shift to him the requirement to come forward with evidence to show that he -has met the "good faith" requirements of these Bid Conditions by instituting at least the Specific Affirmative Action steps listed 't10149 H8 ., - -..r;.•. � �i',.�`t lla�:rY,i _rAaap i4Y..t,... ..�. F,. �{>Y•.,'.';r�� �,. .�< 'ki..w. ;:'_S - +ati `A., . =�-�'t'A'�3.L„a•,,,}as1.':--r .aa--c K_�..... B. Requirement--An Affirmative Action Plan (Con't) *Part III: Certifications. (Con't) B. Subcontractors' Certifications. - Prior to the award of any subcontract under this Invitation fir Bids, regardless of tier, the prospective subcontractor must execute and submit to the Prime Contractor the following certification, which will be deemed a part of the resulting subcontract: SUBCONTRACTORS' CERTIFICATION certifies that: Su contractor 1. it intends to employ the following listed construction trades in its work under the subcontract 2. (a) as to those trades set forth in the preceding paragraph one hereof for which it is eligible under Part 1 of these Bid Conditions for participation in the Contra Costa Plan, it will comply with the Contra Costa Plan on this and all future construction work in Contra Costa County, subject to these Bid Conditions, those trades being: an or (b) as to those trades for which it is required by these Bid Conditions to comply with Part 11 of these Bid Conditions, it adapts' the minimum minority manpower utilization goals and the specific affirmative action steps contained in said Part 11 on this and all future construction work in Contra Costa County, subject to these Bid Conditions, those trades being: an 3. it will obtain from each of its subcontractors prior to the award-of any subcontract under this subcontract the subcontractor certification required by these Bid Conditions. (Signature of authorized representat ve of bidderF C. Materiality and Res onsiveness. The certifications required to be made by the bidder pursuant to these B conditions is material and will govern the bidder's performance on the project and will be made a part of his bid. Failure to•submit the certification will render the bid nonresponsive. Part IV: Compliance and Enforcement, Contractors are responsible for informing' their subcontractors regardless of tier as to their respective obligations under Parts land 11 hereof (as applicable). The bidder, contractor or subcontractor' shall carry out such-sanctions and penalties•for violation of the equal opportunity * Sample.form only. .Official•.form is part of 'the Proposal (Bid form} Section.< • Ult 1�q • tf a i :Ttt'ScM'. F y,y,y��pp ,.,:,; r,,n = x �i G u.s 1r.{$ ,.. . ^S 7 ,+moi+.£e75 ri•F}_�, x .$,. Reouirement--An Affirmative Action Plan (Con't) Part III: Certifications, A. Bidders' Certification. A bidder will not be eligible for award of a contract under this Invitation for Bids unless such bidder has submitted as a part of its bid the following certification, which will be deemed a part of the resulting contract: BIDDERS' CERTIFICATION . certifies that: (Bidder)' 1. it intends to employ the following listed construction trades in its work under the contract ' • and 2. (a) as to those trades set forth in the preceding paragraph one hereof for which it is eligible under Part 1 of these Bid Conditions for participation in the Contra Costa Plan, it will comply with the Contra Costa Plan on this and all future construction work in Contra Costa County within the scope of coverage of that Plan, those trades being: and/or (b) as to those trades for which it is required by these Bid Conditions to comply with Part 11 of these Bid Conditions, it adopts the minimum minority manpower utilization goals and the specific affirmative action steps contained in said Part 11 on this and all future construction work in Contra Costa County, subject to these Bid Conditions, those trades being: an 3. it will obtain from each of it's subcontractors and submit to the contracting or administering agency prior to the award of any subcontract under this contract the subcontractor certification required by these Bid Conditions. (Signature of authorized representative of bidder) 00147 .H.6, Vo B. Requirement--An Affirmative Action Plan (Con't) n. The contractor shall make certain that all facilities and company activities are nonsegregated. o. The contractor shall continually monitor all personnel activities to ensure that his EEO policy is being carried out. p. The contractor shall solicit bids for subcontracts from available minority subcontractors engaged in the trades covered by these Bid Conditions, including circulation of minority contractor association. 3. Contractors and Subcontractors Deemed to be Bound §y Part 11. In the event a contractor or subcontractor, who is at the tme of bi.dding eligibFe under Part 1 of these Bid Conditions, is no longer participating in an affirmative action plan acceptable to the Director of the Office of Federal Contract Compliance, including the Contra Costa Plan, he shall be deemed to be committed to Part 11 of these Bid Conditions. Further, whenever a contractor or subcontractor who, at the time of bidding is eligible under Part 11 of these Bid Conditions, uses trades not contem- plated at the time he submits his bid, he shall be committed to Part 11 for those trades. Whenever a contractor or subcontractor is deemed to be committed to Part 11 of those Bid Conditions, he shall be considered to be committed to a manpower utili- zation goal of the minimum percentage range for that trade for the appropriate year. 4. Subsequent Signatory to the Contra Costa Plan. Any contractor or subcontractor subject to—the requirements o • this Part it for any trade at the time of the submission of his bid, who, together with the labor organization with whom it has a collective bargaining agreement, subsequently becomes a signatory to the Contra Costa Plan, either individually or through an association, may meet its requirements under these Bid Conditions for such trade, if such contractor or subcontractor executes and submits a new certification committing himself to Part 1 of these Bid Conditions. No contractor or subcontractor shall be deemed to be subject to the requirements of Part 1 until such certification is executed and submitted. S. Nondiscrimination. In no event may a contractor' or subcontractor utilize the goals,,t m�`eta6 ees or affirmative action steps required by this Part .11 in such a ' manner as to cause or result in discrimination against any person on account of race. color, religion, sex or national origin. ' '00M . �H, 5 y 1°,n x.....w.v.Jn...�a.�}�,ren.t.��t'"�t+.Ai�.,et° �3k��.'��'.�LS�..�` , w- xt:`ir,.$� L'`.�` ``��£+L�.'.:s,.r'...���b}a�4 °.f""s'+�`%�`"4�Y.�" ``e �_• ''�..,p'``� k4''�+,k .yk, �'.�K tS, A B. Requirement--An Affirmative Action Plan (Con't) b. The contractor shall maintain a file of the names and addresses of each minority worker referred to him and what action was taken with respect to each such referred worker and, if the worker was not employed, the reasons therefor. If such worker was not sent to the anion hiring hall for referral or if such worker was not employed by the contractor, the contractor's file shall document this and the reasons therefor. c. The contractor shall promptly notify the CONTRA COSTA COUNTY PUBLIC WORKS DEPARTMENT when the union or unions with whom the contractor has a collective bargaining agreement has not referred to the contractor a minority worker sent by the contractor or the contractor has other information that the union referral process has impeded him in his efforts to meet his goal. d. The contractor shall participate in training programs in the area, especially those funded by the Department of Labor. a. The contractor shall disseminate his EEO policy within his own organization by including it in any policy manual; by publicizing it in company newspapers, annual reports, etc.; by conducting staff, employee and union representatives' meetings to explain and discuss the policy; by posting 'of the policy; and by specific review of the policy with minority employees, f. The contractor shall disseminate his EEO policy externally by informing and discussing it with all recruitment sources; by advertising in news media, speci- fically including minority news media; and by notifying and discussing it with all » subcontractors and suppliers.• The contractor shall make specific and constant personal (both written and oral recruitment efforts directed at all minority organizations, schools with minority students, minority recruitment organizations and minority training organi- zations within the contractor's recruitment area. h. The contractor shall make specific efforts to .encourage present minority employees to recruit their friends and relatives, I,' The contractor shall validate all man specifications, selection require-. menta, tests, etc. J. The contractor shall make every effort to promote after-school ;- summer and vacation employment to minority youth. . . k. The contractor shall develop*on-the-Job training opportunities and participate and assist in any association or employer-group training programs relevant to the contractor's employee needs consistent with- its obligations under this Part . 11. 1, The contractor shall continually inventory and evaluate all minority personnel for promotion opportunities and encourage minority employees to seek such opportunities, ' . m. The contractor .shall make sure that seniority practices, Job, classifica- tions, etc., do not have a discriminatory effect. m I 00145.1.'S ii./.,. S ii r»„i'v.-t.' Yk � 'rW`'- '• c:+Aeadi�”" �,.{x�Y >�t"r`z.i'' ', .e`S 4C ., a:..aa''t,..,r :T.,.nafixe, k:rx� i.�;a .. . •.-m....5, .,,,._ .•..., • '.•o B. Requirement--An Affirmative Action Plan (Con't) its contract or subcontract. The manhours for minority work and training must be substantially uniform throughout the length of the contract on all projects and for each of the trades. Further, the transfer of minority employees or trainees from employer-to-employer or from project-to-project for the sole purpose of meeting the contractor's or subcontractor's goals shall be a violation of these conditions. 'In reaching the goals of minority manpower utilization required of bidders, contractors and subcontractors pursuant to this Part 11, every effort shall be made to find and employ qualified journeymen. However, where minority journeymen are not available, minority trainees in pre-apprenticeship, apprenticeship, journeyman training or other training programs may be used. In order that the nonworking training hours of trainees may be counted in meeting the goal, such trainees must be employed by the contractor during the training period, the contractor must have made a commitment to employ the trainees at the completion of their training and the trainees must be trained pursuant to established training programs which must be the equivalent of the training programs now or hereinafter provided for in the Contra Costa Plan with respect to the nature, extent and duration of training offered. A contractor or subcontractor shall be deemed to be in compliance with the terms and requirements of this Part 11 by the employment and training of minorities in the appropriate percentage of his aggregate work force in Contra Costs County, California for each trade for which it is committed to a goal under this Part 11. However, no contractor or subcontractor shall be found to be in noncompliance solely on account of its failure to,meet its goals within its timetables, but such contractor shall *be given the opportunity to demonstrate that it has instituted all of the specific affirmative action steps specified in this Part 11 and has made every good faith effort'to make these steps work toward the attainment of its goals within its timetables, all to the purpose of expanding minority manpower utilization on all of its projects in Contra Costa County, California. In all cases, the compliance of a bidder, contractor or subcontractor will be . determined in accordance with its respective obligations under the terms of these Bid Conditions. Therefore, contractors or subcontractors *who are governed by the provisions of this Part 11 shall be subject to the requirements of that Part, regardless of the obligations of its prime contractor or lower tier subcontractors. . All bidders and all contractors and subcontractors performing or to perform work on projects subject to these Bid Conditions hereby agree to inform their subcontractors of their respective obligations under the terms and requirements of these Bid Conditions, inciudi.ng the provisions relating to goals of minority employment and training. 2. Specific Affirmative Action Steps. I te s. I Bidders, contractors and subcontractors subject to this Part 11 must engage in affirmative action directed at increasing minority manpower utilization, which is at least as extensive and as specific as the following steps: a. The contractor shall notify community organizations that the contractor has employment opportunities available and shall maintain records of the organizations' response. . _. . . . . 411144• Part II: A. Coverage (Con't) 3. Are signatories to the Contra Costa Plan, but are parties to collective bargaining agreements with labor organizations who are not hereafter cease to be signatories to the Contra Costa Plan. 4. Are signatories to the Contra Costa Plan, but as to which not specific commitment to goals of minority manpower utilization by labor organization have been executed pursuant to the Contra Costa Plan; or S. 'Are no longer participating in an affirmative action plan acceptable to the Oirector, OFCC, including the Contra Costa Plan. B. Requirement--An Affirmative Action Plan. The bidders, contractors and subcon- tractors described in paragraphs I t roug 5 above will not be eligible for award of a contract under this'Invitation for Bids, unless it certifies as prescribed in paragraph 2b of the certification specified in Part 111 hereof that it adopts the minimum goals and timetables of minority manpower utilization, 1/ and specific affirmative action steps set forth in Section 8.1 and 2 of this Part 11 directed at increasing minority manpower utilization by means of applying good faith efforts to carrying out such steps or is deemed to have adopted such a program pursuant to Section 8.3 of this Part 11. Both the goals and timetables, and the affirmative action steps must meet the requirements of this Part 11 as set forth below for all trades which are to be utilized on the project; whether-subcontracted or not. 1. Goals and Timetables. The goals of minority manpower utilization for the bidder and subcontractors are applicable to each trade not othgrwise bound by the provisions of Part 1 hereof for the fol3owing time periods for each trade which will be used on the project within Contra Costa County, California. The ranges for all trades to be utilized on the project shall be as follows: Until 9/30/72 9.30% - 11.8% From 10/1/72 until 9/30/73 11.8% - 14.5% From 10/1/73 until 9/30/74 14.5% - 17.0% From. 10/1/74 until 9/30/75 17.0% - 19.5% In the event that under a contract which is 7subject to these Bid Conditions any, work is performed in a year later than the latest year for which acceptable ranges of minority manpower utilization have been determined herein, the ranges for the period' 10/1/74 through 9/30/75 shall be applicable to such work. The percentages of minority manpower utilization above are expressed in terms of manhours of training and employment as a proportion of the total manhours to be. worked by the bidder's, contractor's and subcontractor's entire work force in that trade on all projects in Contra Costa County, California during the performance of 1/ Minority is defined as including Negroes,''Span I th Surnamed Americans, Orientals and American Indians. , � 2 4U1�3 iA1:at7. a�.s.�'�:�3.a�'�Jr`c,�,�23-."?r,'�''c=, ._ •� k 5 t-:: :-_ AFFIRMATIVE ACTION PLAN, COUNTY OF CONTRA COSTA 1. AREA AFFIRMATIVE ACTION PLAN The Area. Plan applicable to this prosect'shall be the Contra Costa Plan on minority employment. Organizations subscribing to said Plan include, but are not limited to, certain trades from the Contra Costa County Building and Construction Trades Council, Local Construction Trade Unions, and General and Specialty Contractors, Associations. Contractors participating in the Contra Costa Plan may qualify under Part 1 of Section � (2), "Affirmative Action Requirements," of these special provisions for the following designated craft, if said craft is to be utilized on this project: PLUi4BERS 0159 2. AFFIRMATIVE ACTION REQUIREMENTS Part 1: The previsions of this Part 1 apply to bidders, contractors and subcontractors with respect to those construction trades for which they are parties to collective bargaining agreements with a labor organization or organizations and who, together with such labor organizations, have agreed to the Tripartite Agreement for Contra Costa County, California (but only as to those trades as to which there are commitments by labor organizations to specific goals of minority manpower utilization), together with all implementing agreements that have been and may hereafter be developed pursuant thereto, all of which documents are incorporated herein by reference and are hereinafter cumulatively referred to as the Contra Costa Plan. Any bidder, contractor or subcontractor using one or more trades of construction employees must comply with. either Part 1 or Part 11 of these Bid Conditions as to each such trade. Thus, a bidder, contractor or subcontractor may be in compliance with these conditions by its inclusion, with its union, in the Contra Costa Plan a specific commitment by that union to a goal of minority manpower utilization for such trade "A," thereby meeting the provisions of this Part 1 , and by its commitment to Part 11 in regard to trade "B" in the instance in which it is not included in the Contra Costa Plan and, therefore, cannot meet the provisions of this Part 1. To be eligible for award of a contract under Part 1 of this invitation for Bids, a bidder or subcontractor must execute and submit as part of its bid the certification required by Part 111 hereof. Part il: A. Coverage. The provisions of this Part 11 shall be applicable to those bid8ers, contractors-and subcontractors, who, in regprd to those construction trades to be employed by them on the project to which these bid conditions pertain. 1. Are not or hereafter cease to be signatories to the Contra Costa Pian referred to in Part 1 hereof; 2. Are signatories to the Contra Costa Plan, but are not parties to collective bargaining agreements;' H,, 00142 z$Y .f � 17. PRkrLRC:$CC rOR MATERIALS. The Public Agency desires to promote the industries and economy of Contra Costa County, and the Contractor therafore promises to use the products, workmen, laborers and mechanics of this County in every case +where the price, fitness and quality are equal. 1s. ASSIQU=UT. This agreement binds the heirs, successors, assigns, and representatives of e aontraccato but he cannot assign it in whole or in part, not any monies due at to become due under it, without the prior written consent of the Public Agency and the Contractor's surety or sureties, unloss they have waived notice of assignment. 1!. :i0 :IAIVER 9Y PUNLIC AGMWT* Inspection of the work and/or materials, or approval of woe an or mater als inspoctedo or statement by any officer, agent or amplayee of the Public Agency indicating the work or an part thereof complies with the requirements of this contract, or acceptance of the whole or any part of said work and/or materials, or KI yments therefor, or any combination of these acts, shall not relieve the Contractor of ' his all to fulfill this contract as proscribedi nor shall the Public Agency be thereby estopped from bringing any action for damages or enforcement arising from the failure to comply with any of the terms and conditions hereof, 20. HOLD HAlu:LEBs i IficEr."11TY. (a) Contractor promises to and shall hold harmless and LnGWAnLEY from the Liabilities as defined in this section. (b) The indemnitees benefited and protected by this promise are the Public Agency and its elective�intive boards, commissions, officers, agents and employees. (o) The liabilities protected against are any liability or claim for damage of any kind al.legodly su ere , incurred or threatened because of actions defined below, including personal injury, death, property damage, inverse condemnation, or any combination of these, regardless of whether or not such liability, claim or damage was unforeseeable at any time before the Public Agencyapproved the improvement plan or accepted the improvements as completed, and including the defense-of any suit(a) or actions) at law at equity concerning these. (d) The actions causing liability are any act or omission (negligent at non-negligent) in connection with c e matters covered by this contract and attributable to the contractor, subcontractor(*), or any officer(*), agent(*) at employes(s) of one or mare of them. (a) .ton-ConLtionas The promise and agreement in this section is not conditioned or dependent on wnec er or not any Indemnitee has prepared, supplied, or approved any pCents)# drawingts), specification(*) or special grovision(s! in connection with this mask, has insurance or other indemnification covering any of these matters, or that the alleged damage resulted partly from any negligent or willful misconduct of any Inde=Ltee. 21. L3CAVATIOU. Contractor shall comply with the provisions of Labor Code see. 6705 if appT1cab1e by--submitting to Public Agency a detailed plan showing th* design of shoring• bracing, sloping, or.other provisions to be made for worker protection from the hazard of caving ground during trench excavation: (CC-1l Ray.'1: 76} { 90.14 t �' t �.- mr�.�. 4-is€aY.�>'#',�;�1t�.,.,;s.:1F.,Lc1.3��".: `'S.. � '� wv,A`i�.37:a�"'<.i�a.��`' '',i.., .,.at�r h�:�x�"• {i t� '�-."`a.�`gs•r;e.zt S,C���a a.:� tact,.:. _ work, it snail issue a certificate to the Contractor and pay the balance of the contract price after deducting all amounts withhold under this contract, provided the Contractor shows that all claims for labor and cterials have been paid, no claims have been presented to the Public Agency based on acts or omissions of the Contractor, and no liens at withhold notices have been filed against the work or site, and provided there are not reasonable inuications of defective or missing work or of late-recorded notices of liens or clalne against Contractor. to 1NSUPLARM (Labor Code $51O60-61) On signing this contract, Contractor must live Public Agency (1) a certificate of consent to self-insure issued by the Director of Industrial Relations, or (2) a certificate of Workers' Compensation insurance' issued by an admitted insurer, or (3) an exact copy or duplicate thereof certified by the Director or the insurer. Contractor is aware of and complies with Labor Cede Sec. 3100 and the Workers' Compensation Law. 10. 801105. On signing this contract Contractor shall deliver to Public Agency for approval good and sufficient bonds with sureties, in &count(*) specified in the speclfi-, cations or special provisions, guaranteeing his faithful perfarwanco of this contract and his payment for all labor and materials hereunder. 11. PAIi.t:RC TD PCRPORN, If the Contractor at any time refuses or neglects, without fault o t.o sa Agency or its agent(a), to supply sufficient materials or workman to complete this agreement and work as provided heroin, for a period of 10 days or Note after written notice thereof by the Public Agency, the Pulillo Agency may furnish now and deduct' the reasonable expenses thereof from the contract price. 12. LAus APPLY. General. Both pparties recognise the applicability of various federal, state an oeal laws enc requlations, especially Chapter 1 of Part 7 of the California Labor Code (beginning with Sec. 1720, and including Seca.> 1735 1777.$, 4 1777.4 forbidding discrimination) and intend that this agreement complies therewith. The parties specifically stipulate that the relevant penalties and forfeitures provided In the Labor Cods, especially in Seca. 1773 i 1813, concerning prevailing wages and hours, shall apply to this agreement as though.fully stipulated heroin. 13. suDCONTRACTURS. Government Code 561100-4113 are Incorporated heroin. 1t. CC Ia) Pursuant to Labor Code Bee. 1773, the Director of the Department of Tcidustr a ations has ascertained the general prevailing rates of wages per dies, and for holiday and overtime work, lu the locality in which this work is to be performed, for each craft, i classification, or type of workman needed to execute this contract, and said rates are as, # specified in the call for bids for this work and are an file with the Public Agency, and are hereby incorporated hersis. i (b1 :his schedule of wages is based an a working day o9 ,1 hours unless otherwise s spocifieds and the daily rate is the hourly rats multiplied by the number of hours con- muting the working day. When less than that number of hours ase worked, the daily wags rats,is proportionately reducod, but the hourly rate remains as stated. (a) i'he Contractor, and all his subcontractors, must pay at least these rates to all j persons on this work, including all travel, subsistence, and fringe benefit payments i provided for by applicable collective bargaining agreamenis. All skilled labor not listed 1 above must be paid at least the wage scale established by,collective bargaining agreement` ) for such labor in the locality where such work is being performed. it it becomes,noces- sa for the Contractor as any subcentractar to eQpley any person in a craft# claisifi-., cat�,on or type of work (except executive, suppervisory, administrative, clerical or other'- non-manual workers as such) for which no mdnimua wa8;e at, is specified, the Contractor shall immediately notify the Public Agency which shall promptly detemmi:e tke Prevailing wage rate taerefor and furnish the Contractor with the minimum rate be* A thereon, which", shall apply from the time of the initial employnaht of the person affected and 'during the continuance of such employrAnt. 15. gou"R OX uBOR. fight hours of labor in one calendar day constitutes a legal day's we , an no war ran employed at.any time on this wort: by the Contractor or by any sub- , i contractor, shall be roquired or permitted to work longer thereon except an provided is Labcr,Cods Secs. 1810-1$15. 14. APPMAITICCS, Properly,indentured apprentices may be employed on this work iii i accordance wi Labor Code Secs. 1777.5 and 1777.4• forbidding discrimination. t G_3" } (CC-I$ Rev. '11-74) a ` ? '• ' (f�� t. � V,. � G ¢=..:::?.}l 3` ,t..ti ';•#"s fi.�..,'s '1.' „ ,`.'gS`rt S.°., ::".ks,:.vYr .L+ T` TX �`� 1t{ ,.�i: �t sus 4�z a .#. �-r•<�`•r��l� �_.� � =`.Y3..�#. !rim rRr�•.}5;, xS.a:� ,5...> :,��� �✓ `. r ]. bORK CONTRACT C.IGCS. (a) By their signatures In Section 2, effective on the above ate, these part es prO=so and agree as set forth in this contract, incorporating by these references the material (•special terms") In Sec. 1. (b) Contractor shall, at his own cost and expense, and in a wort:man like mannor, fully and faithfully perform and complete the works and will furnish all materials, labor, services and transportation necessary, convenient and proper in order fairly to perform the rsyuiroments of this contract, all strictly in accordance with the Public Agency's plans, drawings and specifications. (a) The work can be changed only with Public Agency's prior written order specifying such change and its cost agreed to by the parties; and the Public Agency shall never have to pay more than specified 1n See. 7 without such an ardor. 1. TIM IIOTICE TO P)tOCEED: Contractor shall start this work as directed in the spec!- eat ons or the ..oci a to roceed; and shall complete it as specified in See. 1. S. t.I uIDATED DAHAGLS. 2f the Contractor fails to complete this contract and this work WL n e t r.+e ixo therefor, allowance being made for contingencies as provided herein, he becomes liable to the Public Agency for all its loss and damage therefrom; and because, from the nature of the case, it is and will be impracticable and extremely difficult to ascertain and fix the Public Agency's actual damage from any delay In performance hereof, it is agreed that Contractor WILL pay as liquidated damages to the Public Agency the reasonable sum specified in Seo. 1, the result of the parties' rsaionable endeavor to Md fair average compensation therefor, for each calendar day's delay in finishing said Works and If the same be not paid, Public Agency say, in addition to its other remedies, deduct the sane from any money due or to become due Contractor under this con- tract. If the Public Agency for any cause authorises or contributes toa delay, suspen- sion of work or extension of time, its duration shall be added to the tis* allowed for completion, but it shall not be deemed,a waiver nor be used to defeat any right of the,Io , my to damages for non-completion or delay hereunder. Pursuant to Oowrnsent Code Seo. L5, the Contractor shall not be assessed liquidated damages for delay in completion of the work, when such delay was caused by the failure of the Public Agency or the owner of a utility to provide for removal me relocation of existing utility facilities. S. IdTEGMTED DOCN{EWlB. ^.ho plans, drawings and specifications or special provisions f o e c gsncys call for bids, and Contractor's ecce ted bid for this work are hereby incorporated Into e— tracts and they are lnton3023 s o co-operate, so that any- thing exhibited in the plans or drawings and not mentioned in the specifications or 1 'special provisions, or vice versa, is to be executed as if exhibited, mentioned and set i forth In both, to the true intent and meaning thereof when taken all togethers and differences of opinion concerning these shall be finally determined by Public Agency's Agent specified in Sec. 1. 7. PAYMQIT. (a) For hit strict and literal fulfillment of these promises and conditions, and as full compensation for all this work, the Public Agency shall pay the Contractor the sun specified in sec. 1, except that in unit price contracts the payment shall be for j finished quantities at unit bid prices, (b)' 'On or about the first day of each calendar month the Contractor shall submit to the Public Agency a verified application for payment, supported by A statement shoving j all materials actually installed during the preceding month, the labor expended thereon, and the cost thereof; whereupon, after checkin , the Public Agency shall issue to Contractor a certificate for the amount dete=ned to be due, minus 101 thereof pursuant to,Government Code Sec. 53067, but not until defective work and materials have beep removed, replaced and made good. - •. FAY1!EHTS !R THHELD. ' (a) The"'Pu' Agency or its ayant may withhold any payment, or ecause '07 ate; discovered evidence nullify all or any certificate forpayment, to such extent and period of time only. as.may. be necessary to protect the Public Agency from•lose because oft + (1) Defective work not romadied, of uncompleted work, or (2) Claims filed or reasonable evidence indicating probable'filinq, oc.' (1) Failure to properly pay subcontractors.at for material or labor# or (i) Reasonable doubt that the work can be completed for the balance'-,'... then unpaid, or (5) Damage to another contractor, or i (6) Damage to the Public Agency, other than damage due to delays.. (5) The Public Agency shall use reasonable diligence to discover and report to the Contractor, as the work prograsses. the materials and labor which are not satisfactory to j it, so as to avoid unnecessary trouble or cost to the Contract.ai in making good any de_ective work or parts. , (e) 75 calendar days!_after the Public Agency files its aoti a of completion of the entire t _ _ .. }`, 642 +.•t+� `• 4 . f .• � (CC is :fay.�1 76) 4Q1W2 �Oi9 !.: a ��'t .s.'s"i-. -S's-S,aY='-°;._t f e'aL, , ; �'' `�..�-.h^?•.. �. ya Y}.;ry r D4 a ra =3if;s= z Ss � 'ik4a"y'w F..@ ? ,�'�Lx" "-l' '_ • Y+ C014TRACT (Construction Agroonent) (Contra Costa County Standard rosin) 1. SPECIAL TER!d. These special terms are incorporated below by reference. (55=0) Partiest (Public Agency) (Contractor) Comp ate 107al name (S2) Effective Patel (See 54 for starting data.) (13) rhe York: U (51) Completion rias: (strike out (a) or'(b) and •calendar• or •working•) (a) By Idate) . (b) Nithin calendar/working days from starting date. (SS) Liquidated Daaapsst i per calendar day. (Si) Public Agsnoy's Agents (67) Contract Prices = (for unit price contracts$ more or less, in accordance with n s e quantities at unit bid prices.) (Strike out parenthetical material if inapplicable.) !, SMA"URES d AcnowLSDamryr. Publta Aoenov, Sy$ (President. Chairman Or Other Designated Representative) (Secretary) Contractor. hereby also acknowledging awareness of and compliance with Labor Code S1041 concerning Workers' Compensation Lar. ' ey$ (COWORATt os gnat• official capac ty in the usiness SLAL). By$ : es gnats official FaVacLtY an aus Ears Jots to Contractor (2) Zzeaute acknowledgment ford below, and f=1 if a corpora. _ _ _tion, affixCorporate Seat., _ - - _ - - _ ,- - _ - _ _ State of California ) ACXJOYLEDO1drJT (by Corporation, County of ) Vis' artrs g neor Individual) The person(s) signing above for Contractor, known to me in individual and business. ' capacity as stated, personally appeared before no today and acknowledged that he/they' ' ';'1' �• executed it and that the corporation or partnership named above executed it. Dated$ 1110TARIAL SEALI Notary Public . Tom APPROVED by County Counsel G1 (CC-11 Rev; 1 -T 16) r MOO. . ._ .,, .. , ..- .rty "r. .•.;y 1L ,.. _ t-.,-._,.t .......'`. 2k;`?i..'i.. .k G Iv�'. " ✓�' r, : rORM sTATLMUii TO ACCOMPANT P1MAL PAYMM Tot Contra Costa County Public: Works Department County Administration building Martinesc California Rat final Payment Project Dur Birt The undersigned Contractor represents and agrees that the final payment includes herein all claims and demands of whatever natures which he has or may have against the County of Contra Coats in Connection with the contract to construct the above-entitled projects and that Payment by the County of the final estimate shall discharge and release it from any and all olattas. The undersigned hereby certifies that all works labors and materials' on this project have been furnished and purchased in full compliance with the contract and with all applicable laws and regulations. The undersigned states that his claim for final payment is true an6 corrects that no part has been theretofore paid, and that the amount thereto is justly due. 1 declare under penalty of perjury that the foregoing to true and correct. Datedat (City) ' Glifornis. ~) F-2S .. ,t .j.s.±. .�--zL_n�m_..r"..moi. 3 ..iW•_ .:3t-. ...3. g .2+�-,}.Ex 7: w,.``�.,.. _ a .. -. CUASAM9 FOR CONTRA COSTA COLM BUILDING MARTINEZ, CALIFORNIA We hereby guarantee to the County of Contra Costa the Type of Vor which we have installed in the Nass of building) s Californias for year (s) use from date of MIME of the completion notice in the 0 tee�tTCounty Recorder. We agree to repair or replace to the satisfaction of the County any or all such work that nay prove defective in workmanship or materials within that periods ordinary vast and tear and unusual abuse or neglect excepted, together with any other work which may be damaged or displaced in so doing. If we tail to comply with the above mentioned conditions within a reasonable time after being notified in writings w, collectively andssparately, do hereby authorise the owner to proceed to have the detects repaired and r de good at our expense sod we will pay the costs and charges therefore immediately upon demand. This guarantee covers and includes any special terms, including ties partods, specified for this work or motorists In the plans sod specifications for this project. This guarantee supersedes any previous guarantees we have made for this particular project. SUDOONTRACTOR pate: (Affix Corporate Seal) GENERA CONTRA pAtet (Affix Corporate"Seal) NOTE: It the firm is not a corporation, add.a paragraph statim the type of business organization and the capacity and authority of the person.'' signing the guarantee. .. F-24 f Y` 1 00 ik 64sr-..ms's.•t'n, ?:,..nk,:aa�`�",l3•�'`�..s�4..v`..�ir',;..,,:�� t� �� #,„..�.�.`' �....x, ��m`fi3.. {' �a i }� � r +i.a � ,. R • Z QENLKACONAITION$ (Coni) 0=10H 28. GUARANTER (con't.) defects in the work, he will coeenca and prosecute with due diligence all work necessary to fulfill the teras of this guarantee, and to complete the work within a reasonable period If tree, and in the event he fails to so comply, he does hereby authorise the County to proceed to have such work done et the Contractor's expense and he will pay the cost thereof upon de- sand. The County shall be entitled to all costs, including reasonable attorneys fees necessarily incurred upon the con- tractor's refusal to pay the above costs. • Notwithstanding the forssoing, paragraph in the event of an emergent constitu€ing an ism Likta hasarS to the health of safety of the County • espl aes, property, or licen- ses, the County ma undertake at tha Contractor's expense with- out prior notice all work necessary to correct such hazardous conditions when it was caused by work of the Contractor not being in accordance with the requirements of this contract. V. The general contractor and each of the listed sub- contractors shall execute and furnish-the County with the standard guarantee form. (see Page 24) F-23 _• .. _ + A t 1�5 e'�''$4�� ; .4 Yet ?ti'h^ �..Y' .•t ^YF°'-'�jf,4,•n si-f` S #C Stkk k "' �` �.gA V'y � c� x �•� .j.x .�fr'^,.�`c,. t .�,...'�•>,;t.�a.,,t.w.,kz+� ^a?i .� °S .. .�; ,:$;ui>,r?'��•".n'� ., �c �-."�;'i. "6 s�'� «`�.' #�5� � 3'�°#` -ice ri.''�ti . 1 t CENERAL COII01TI_!�i (Con't.) SECTION 25. PAYMENT OF FEDERAL OR STATE TAXESs (Coni) Contract and which are exempt from Federal Excise Tax. SECTION 26. AMPTANCEs A. The work shall br eccrpted in writing only when it a shall have been c leted satisfactorily to the County. Partial payments shall not be construed ■s accsptancr of any part of the work. g. In judging the work no allowance for deviations from the drawings and Specifications will be made, unless already sp heretopro+gd is writing at the time and in the mammae as called for fore. C. .County shall be given adequate opportunity to maks any necessary arrangements for fire insurance and extended coverage. 0. Final acceptance of the Contract will not be given until all requirements of the contract documents are complete and s roved by the County. This shall include, but is not limited to, all construction, guarantee forms, parts list, schedules, tests, opgroting instructions, and ss-built drawings - all as required by the contract documents. SECTION 27. FINAL PAYMENT AND MAjVER TO CLA1MSt Altar the official acceptance of the work by the Cour , the Contractor shall submit to tha County, on a fors ecce tabletfo the County. o request for payment in full in accordance w�th the qtract. The form "Statement to Accompany Final Payment" ( on shall be completed signed by the Contractor, and submitted o t e County with the final payment request. SECTION 24. CUARANTEEt A. The Contractor hereby unconditionally guarantees that the work will be done in accordance with requirements of all coa- tract, and further guarantees the work of the contract to be and remain free of defects in workmanship and materials for a period of ons year from the date of acceptance of the contract, unless a longer guarantee period is specifically called for. The Contractor hereby agrees to repair or replace any and all work. together with any other adjacent work which may be displaced in so doing. that may prove to be not in its workmanship or material within the guar antse period specified. without any expense whatsoever to the County, ordinary wear and tear and unusual abuse or neglect excepted. g. Contract bonds ars, in full force and.effact_during; tits guarantee period. _ C. The Contractor further agrees, that within 10 calen- dar days after being notified in writing by the County of any work not in accordance with the requirements of the contract or any p QU1, ;'. 1 1 CENENAL CDNDITIONS (Cont.) SECrioN 22, IASORI Every part of the work shall be accomplished by workmen, laborers$ or mechanics especially skilled in the class of work required and workmanship shalt be the best. SECTION 23. OCCUPANCY by THC CODNTY PAIGR TO ACCEPTANCES The County reserves the right to occupy all or any part or the project prior to completion of the work, upon written order therefor. In such event. the Contractor will be relieved of responsibility for any injury or damage to such part as results from such occupancy and use by the County. Such occupancy does not constitute acceptance by the County of the work or any portion thereof, nor will It relieve the Contractor of responsibility for correcting detective work or materials found at any time before the acceptance of the work as set forth In Section 26 or during the guaranty period'after such acceptance. an sat forth In Section 20. SECTION 21, PRESERVATION AND CUANIMI A. The Contractor shall protect and preserve the work from all damage or accident. providing any temporary roots. window and door coverings, boxing$ or other construction me required by the County. This shall Include any adjoining property of the County and others. g. The Contractor shall properly clean the work as it progresses. As directed during construction, rubbish &hall be removed, and at completion the whole work shall be cleaned and all temporary construction, equipment and rubbish shaft be removed from the alte, all being left In a clean and'proper condition satisfactory to Vo County. SECTION 2S. PAYM23 Or fEDEIUIL OR STATE TAXtSi Any Federal, State or local tax payable on articles furnished by the Contractor, under the Contract, shall be Included in the Contract price and - paid by the Contractor. The County will furnish Excise Tax Exemption Certificates, to the Contractor for any articles which are required to be furnished under the (� F-21 o L . �.,Y'Y ,...'sn 4L+i�t• i.�..r.= 11`_.x:h..'�a. d ..1t'� �.«,S'_:< 'a.+vn. .�::s�'.1_j.; .._�kS;•.•.:r, Ac. k4-'*'a`.r%.. E`•.7i.t't .,a.T.�''e5» i`{ GENERAL CDMDITIONS (Con't.) SECTIOM 21. CNANCE OROESSt_ (Can't.) (d) RECORDS AND SUPPORTIVE 1NPORItATION1 (1) The Contractor shall maintain hie records in such a manner as to provide a clear distinction between the direct costs of extra work paid for on a cost-plus basis and the costa of other operations.' (2) Contractor shall maintain daily records shoving man hours and material quantities required for cost plus work. The Contractor shall use a fore approved or provided by the County. The forma will be filled out in duplicate and the County's inspector will review and attach his approving signature to the fors on the day the work in performed. (3) Rental and material charges shall be substantiated by valid copies of vendor's invoices. (4) The contractor's cost records pertaining to cost-plus work shall be open to inspection'or audit by the County. (e) Ay (LURE TO AGREE U TO COSTS Notwithstanding the failure of the County and the Contractor to agree o to cost of the proposed change order, the Contractor, upon written order from the County, shall proceed immediately with the changed work. Daily Job records shall be kept as indicated in paragraph (d) above and when agreed to by the Contractor and the construction Inspector, it shall become the basis for payment of the changed work. Agreement and execution of the daily Job record by the construction Inspector @hall not preclude subsequent adjustment based upon a later audit by the County. 1-20 t Wl UIGr GENERAL 001MITIONS (Cont.) SU7100 21. CHANCE ORDERS,{ (Con't.) 2. Meterfalsi (Con't.) It, in the opinion of the county, the cost of materials is excessive, or if the Contractor fails to furnish satisfactory evidence of the cost to him from the actual supplier thereof, thea in either case the cost of the motorists shall be deemed to be the lowest current wholesale price at which similar materials are available in the quantities required. Tho County reserves the right to furnish such materials as it deems advisable, and the Contractor shall have no claims for costa or profits on material furnished by the county. ). Fut menti The actual cost to the Contractor for the use of equipment directly required in the performance of the changed work. to computing the hourly rental of equipment, any time less than 70 minutes shall Is "considered one-half hour. No payment will be made for time while 2quipmedt is Inoperative doe to breakdowns or for non-vorking days. 1n addition, the rental time shall include the time roqutred'to move the equipment to the work from the "West avatlable source for rental of such equipment, and to return it to the source. if such equipment is not moved by its own power, then loading and transportation costs will be paid in lieu of rental time therefor. Hoover, neither moving time nor loading and transportation coats will be paid it the equipment it used on the project in any other may than upon the changed work. individual totes of ul ment having g re lacoment value r $t 000 or ess to as be cQA t-o be tom t Oar small m Mate. a meat will bema eetTieroto . For equipment owned, furnished, or rented by the Contractor, no cast therefor shall be recognised in excess of the rental rates established by distributors or equipment rental agencies in the locality where the work is performed. The amount to be paid to the Contractor for the use of equipment at set forth above *hall constitute full compensation to the Contractor for the, cost of fuel, paver, oti, lubrication, supplies, *moll teals, small equipmant, necessary attachments, repairs and maintenance of any kind, depreciation, storage, insurance, labor (except for equipment operators), and any and all costs to the Contractor incidental to the use, of such equipment. (c) ALLOT BLE TIME EXTENSIONSt For any change in the work,"the Contractor shall be entitled only to such adjustments in time by which completion of the entire work Is delayed due to performance of the changed work.- Each estimate for a change in the work submitted by the Contractor shall state the amount of extra time that he considers should be allowmd for making the requested change. ' F-19 '. Qoleh CLMPAL CONDITIONS (Con't.) SECTION 21. CHANCE ORDERSt (Con't.) (2) On a unit pries basis. (7) On a cost-plus basis in accordance with the following conditibnot I (a) MARK-Qpgt 1 1 1. for work performed by the Contractor an amount equal to the direct coat (a•Aitined eI GI of the work plus IS% of the direct costs for overhead and profit. 2. for work performed by a sub-contractor an amount equal to the direct costs (as def ne era n of the work plus 20% of the direct costs for overhead and profit. (Suggested breakdownt 15% to the su►-contractor, n to Contractor.) y S. for work performed by a sub-sub-contractor an amount equal to the direct costs as a n• era a) of the work plus 25% of the direct costs for overhead and profit. (Suggested breakdownt 15% to sub-sub-contractor, S% to 1 sub-contractor, S% to , Contractor.) i 4. In no ease will the total mark-up be greater than 2n of the direct costs notwithstanding the number of contract } tiers actually existing. S. For deleted work the mark-up shall be 10% of the direct • costs or the agreed upon estimate thereof. (b) DIRSCr merst 1. Labor: The costs for labor shall include any employer payments to or on behalf of the workmen for health and welfare, pension, vacation and similar purposes. Labor rates will not be recognized when in excess of those prevailing in the locality and time the work to being performed. 2. Matarialat The actual cost to the Contractor for the water,; • tractly required for the performance of the changed work. Such cost of materials may include the, coat of procurement,, transportation and delivery it necessarily incurred. It a trade discount by the actual supplier to available to the Contractor, it shall be credited to the county. It the materials are obtained from a supply or source owned wholly or in part by the Contractor, payment therefore will not exceed the current wholesale price for such materials. The term "trade discount" includes the concept'of cash discount. F 18 i 110130 f i 1i`. 1 � +, �..tt Y s• t ax ; { GCNC!AL CCMJITI(;M5 Won't.) tCCTitK 19 SNuP DLIWiM4 DESCRIPTIVE DATA SAMMS ALTCAMT)VC31 (Con't.) The County will examine. with reasonable promptness. such submittals. and return of submittals to the Contractor shall not relieve the Contractor from responsibility for deviations and alternatives fro+ the contract plans and specifications. nor shall It relieve him from responsibility for errors in the submittals. A failure by the Contractor to Identify in his letter of transmittal material deviations from the plans and Specifications shall void the submittal and any action taken thereon by the County. When specifically requested by the County. the Contractor shall resubmit such shop drawings. descriptive data, and samples as may be required. if any mechanical, electrical. structural, or other chanson are required for the proper Installation and fit of alternative materials. articles. or equipment. or because ofdeviatlons from the contract plans and specifications. such chances shall not be made without the consent of the County and shelf be made without additional coot to the County. seCticlo ;0. SAN►I.Cq AND TCSTSt The County reserves the right at its own expense to order tests of any part of the work. it as a result of any such test the work is found unacceptable. It will be rejected and any additional test required by the County shall be at Contractor's expense. Omens otherwise directed. all samples for testing wilt be token by the County from the materials. articles or equipment delivered, or from work performedo and testa will be under the super- vision of. or directed by. and at such places as may be convenient to the County, ?tsterials. articles, and equipment requiring testa shall be delivered In ample time berate Intended use to allow for testing, and none may be used before receipt of written approval by the County. Any sample delivered to the County or to the premises for examination, including testing, shall be disposed of by the Contractor at his own expense within not more than tan (10) days after the Contractor acquires know/edge that such examination 1s concluded. unless otherwise directed by tM County. SECrloll 21. CHANGE ORDERS: The County reserves the right to order in writing changes in the plans and specificationso without voiding the contract, and the Contractor shalt comply with such order. No change or deviation from the plans and specifications will be .ti. made without authority in writing from the County. Changed work shall be performed in accordance with the original retuirements of the Contract Documents and previous fully executed Change orders. A Change order may adjust the contract price either upward or down- ward in accordance with either or a combination of the following bases, as the County may slacti (i) on a lump sum basis as supported by breakdown of estimated Costs. x 4[1129,' Ct]ICRAL CDNOITIONS (Con't.) I U710N It. SNOp DIIAVINOS, DLSCRIFTIVL DATA, SAMPLES. ALTSRNATIVI3s (Con't.) g. The Contractor sha11 submit to the County shop or diagram drawings in the number of copies as required in submittal schedule, or live (S) copies it no schedule is included in those documents. The drowings'shall show completely the work to be done; any error or omission shall be made good by the Contractor at his own expense, even though the work be Installed before soma becomes apparent, as approval by the County covers general layout only. Fabrication, details and Inspection #halt conform to approved Contract Drawings. C. Descriptive Datat Submit sets of menufacturer's brochures or other data required by the specifications in the number of copies as required in submittal schedule, or five (S) copies it no schedule is included in these documents. The County will examine such submittals, noting thereon corrections, and return three copies with a tetter of transmittal indicating actions taken by the County or required of the Contractor.' V. Sampled Submit samples of articles, materials or equipment as required by the specification$. The work shall be In accordance with the approval of the samples. Samples shall be removed from County property when directed. Samples not reaeved by the Contractor. at the County's option. will become the property of the County or will be removed or disposed of by the County at Contractor's expense. L. Alternativert ►or convenience In designation on the plans C or In the specifications, certain materials. articlas, or equipment may be designated by a brand or trade nameor the name of the manufacturer together with catalog designation or ether Identifying Information, hereinafter referred to Renerltally as "designated by brand name". An alternative material, article. or equipment which Is of equal quality and of the required characteristics for the purpose Intended may be proposed for use provided the Contractor eoeplles with the following requlrementat 1. The Contractor shall submit his proposal for an alternative In writing within the time limit designated In the specifications. or It not designated. then within a period which will cause no delay In the work. 2. No such proposal will be considered unless accompanied by complete Information. and descriptive data, necessary to datermine the equality . or the offered materials. article•, or equipment. Samples•sholl be provided when requested by the County. The Contractor shall note that the burden of proof as to the '• comparative quality or suitability of the offered materials, articles, or equip- ment shall be upon the Contractor. The County shall be the sols judge as to such matters. In the event that the County rejects the use of such alternative met arials, articles, of equipment, then one of the particular products designated by brand name shall ba furnished. . F-16 rl M it 1 ■ h t T 1 ( 7 s°r1a's- "�kii++s`.s...a-. C£HCRAL Cf:VITIOM (Con't.) 1 JLH 1g MATERIALS, ARTICLES. AHD MVIIMEHfi (Con't.) that 4pecifled. Request for substitution shall be made In ample time for rh• County's consideration as no delay or extra time will be allowed on account thereof. Evidence furnished to the County by the Contractor shall consist of slequate else peoples of material. testing laboratory reports on material or process, manufacturar'a speelflestlon data. field reports on product's approval anA use by other public agencies. material costs. and Installation costs and •ulntensnce provinions and experience or other data as required by the County. The County's decision concerning the refusal or acceptance of proposed subatltuta for that specified shall be accepted on final. Requests for suhAtitutfon will only be considered when offered by the Contractor with the reason for substitution. "Allure to submit competent evidence as required and requested by County shall be considered grounds for refusal of substitution. The Contractor shall Include n notice of change In contract prices. It substitution is approved. D. All materials shall be delivered to as to insure a speedy and uninterrupted progress of ti•e work. Some shall be stored so as to cause no obstruction. and so as to prevent overloading of any portion of the structure. and the Contractor shall be entirely responsible for damage or Toes by weather or other cause. g. Within fifteen (13) days after the_glanina of the Contract. Contractor shall sub81t for aesrovsd to the County a eomofete ilst of ail materlsts it is orgposed to use Under this Controet. which differ in any respect from 'PA1.0ts apeelfled. This list shall Include all materials which are Propose0 by the subcontractors as well as by himself for use In work of his Contract and which are not specifically mentioned in the Specifications. This list must also Include the figures received by the , Contractor In bid torn for the material or materials which are submitted for approval or substitution. together with the figures In bid form of the specified material or materials for which substitutions are proposed, in case a substitute Is offerdd and accepted as approved equal to materlals opecifled, the cost of which to less than the cost of the material or equipment apecltied. then a credit shall be taken for the difference between the two costs In order that the County shall obtain whatever benefits may be derived from the substltutlon. failure to propose the substitution of any article within thirty-five (33) days atter , the alxnlnx of the Contract may be deemed sufficient cause for the dental of request for substitution.' `i Ci O 1! SHOP DRRAWIMS DESCRIfjIV£ DATA. SAKPLj'a ALTERHATIVVSt 0.:., A. The Contractor shall submit promptly to the County. ao as to cause no delay in the vork. all shop drawings* descriptive data and samples for the various trades as required by the specificatlons.'and offers of alter natives, it any. Such submittals shall be checked and coordinated by the Contractor with the work of other trades Involved before they are submitted to the County for examination. . F-15 00127 . ..- -. .,... ,..,.�'•:[' h;'?L a�:;�m F.'£..r.'f a.f.*.l:... .. .:.,, .h_ .,__ .. .. -.. ti:s..r - 4 CtNtItAt CONDITIONS (Can't.) SECTION 1?. PRODUCT AND REFERENCE STANDARDS$ A. Product Designation$ When descriptive catalogue designations, including manufacturer's name, product brand name, or model number are referred to in the contract documents+ such designations shall be considered as being those found in industry publications of current Issue at date of first invitation to bid. 8. Watergate Standards$ When standards of the Federal Covernment, trade societies, or trade associations are referred to in the contract documents by specific data of issue, thou shall be considered a part of this contract. When such references do not bur a date of issue, the current published edition st data of first invitation to bid shell be consldorsd as part of this contract. SECTION 11 MATERIAfE ARTICIAS AID MUIPKE1111 A. Material ,hall be now and of quality specffled. When not particularly specifIadI materisl shall be the best of its class or kind. The Contractor shell, if required, submit satisfactory evidence as to the kind and quality of material. FrSu, fitness and quality being equal, preference shall be given to products made to California, to accordance with Section 4380 at sq., of the Government Code, State of Cslifcrnta.. 8. Mechanical equipment, fixtures and material shall be delivered in original shipping crates to the jab sits and the County shall bs notified of the receipt at such equipment, fixtures and material before uncreting. The County vitt, when desired, inspect such equipment, fixtures or material to determine any damage or deviation from that specified. Itema damaged during delivery shall be rejected. C. whatever the name or brand of a manufacturer's article is specified herein, it is used ss a measure of quaitty mad utility or a standard. It the Contractor desires to use say other brand or manufacture of equal quality sad utility to that specified, he shall make application to the County is writing Xor eny proposed subatitutloas. Such applicatloa shall be accompanied by evidence satisfactory to the County that the material or process is equal to F-14 ' _�.• , * _ ♦ "Y+ `^ CENERAL CONDITIONS (Can't.) sEcTION 15INfERPRETATiON OP CONTRACT RIOUiREMENTS1 (Con't.) 4. Conflicts within the Specifications$ a. The "General Conditions of the Contract" shalt govern over all sections of the specifications except for specific modifications thereto that say be stated In the Special Conditions. b. Oalsslonst it the contract documents are not complete as to any minor detail of a required construction system or with regard to the manner of combining or installing of parts, materials, or equipment, but there exists an accepted trade standard for good and workmanlike construction. such detail shall be deemed to have been Impliedly required by the contract documents In accordance with such standard. "Minor detail" shall Include the concept of substantially ` Identical. components, whore the price of each such component Is small even though the aggregate cost or Importance Is substantial, and shall include a single component which to Incidental, even though Its cost or Importance may be substantial. The quality and quantity of the parts or material so supplied shall conform to trade standards and be compatible with the type, composition, strength, mise, and profit• of the parts or materials otherwise met forth In the contract documents. S MION 16. CLARIFICATIONS AND ADDITiONAL INSTRUCT10Nt A. Notification by Contractor$ Should the Contractor discover any conflicts. omissions. or errors In the contract documents or have any question concerning interpretation or clarification of the contract documents. or it it appears to his that the work to be done or any matters relative there- to are not sufficiently detailed or explained In the contract docuents, then. before proceeding with the work affected, he shall Immediately notify the County in writing through the Construction Supervisor, and request Interpreta- tion. clarification or furnishing of additional detailed Instructlons concerning the work. All such questions shall be resolved and lnstructiogs to the Contractor Issued within a reasonable time by the County, whose decision shall be final and conclusive. i . Should the Contractor proceed with the work affected before recelpt of instructions from the County, he shall remove and replace or adjust any work which is not in accordance therewith and he shall be responsible for any resultant damage, defect or added cost. . g. Field Ordars$ During the course of the work the Architect and/or Engineer may issue Field Orders regarding the work. These Field Orders will supplement the Plans and Specifications in order to clarity the Intent of the contract documents by adjustment to most fiold conditions or to make the various phases of the work meet and loin properly. A Field Order involves no change to contract time or price.. Performance, partially or in full, of a Field Order shall constitute a waiver of claim for a Shang* in contract time or price for.rthe work covers by the Field Order, unless a Change Order has been lasued. Change Ord*ram. See Section 21, this Division. F-13 T ..a ... 4..r , ;'�i•a.' z` -V- CENERAL CONDITIONS (Continued) _ SECTION 13. INSPECTION: (Continued) C. The inspection of the work or materials shall not relieve the Contractor of any of his obligations to fulfill his contract as prescribed. pork and materials not meeting such requirements shall be made good and unsuitable work or materials may be reJacted. notwithstanding that much work or materials have bean previously inspected or that payment has been made. mrm 14. RL]fCiIONS OP MATCRIALSs A. The Contractor shall pramptly remove from the premises all materials condemned by the CCounty as failing to conform to the Contract whether incorporated in the work or not. and the I Contractor s{all promptly raplaoo and resxecute his own work in accordance with t s Contract and without expense to the County and shall bear the expense of making good all work of other Contractors destroyed or damaged by such removal. S. if the Contractor doss not remove such condemned work and materials within reasonable time, fixed by written notice. the County may remove them and may store the materials at the expense of the Contractor. If the ontr etor doss of pat the expenses of such removat within ten M) eye thereafter. he County may upon to: (10) days written notice. mail such materials at auction or at private sale and shall account for the net pro- ceeds thereof after deducting all costs and expenses that should have been borne by the Contractor. SECTION 15. INTOPUTITIng 0/ CONTRACT REOUIRQNENTBi A. Correlation: The contract documents shall be interpreted as being complementary In requiring a complete work ready for use and occupancy or. if not to be occupied. opesatloa. Any require- ment occurring in any one of the documents !s as binding a through occurring in all. S. Conflicts in the Contract Documents: In the event of conflict in the contract documents the priorities stated in sub- divisions 1. 2. ), and 4 below shalt govern: 1. Addenda shall govern over all othsr contriet i douceents. except the County's Standard Fors Agreement unless I is specifically indicated that such addenda shall prevail. Situbsequent addenda shall govern over prior addenda only to the extent specified. •• - j' "- 2. In Cass of conflict between plans and specif!- cations, the specifications shall govern. ]. Conflict within the Plans: ; a. Schedule, when identified as such, ihall govern over all other portions of the plans. b. Specific Notes. shall govers ever all. other notes and all etbor portions of the plans. c. Larger scale drawings shall govern over _ smalleT•s:ale drawings.N. ,- fir" . 4. f grflEgAL GOND TI IO S (Continued) SECTIO 12. JE°P" ONS3nILITY rOl SITZ (continued) prouptir notify the County in writing. Where necessarry !or the work of the contract, the Counter shall issue a written order to the Contractor to make such adjustment, rearrangement repair removal, ait*ration, or special handling of such utility, inciud�ng repair of the damaged utility. For the purposes of the foregoing "active" shall soon other than abandoned, and "utility installations" *hall include the following$ Steam, petroleum products air, chemical, water, sewer *fora water, gas, al.sotrie, and to *phone pipe lines or conduits. The Contractor shall perfoem the work described in such written order and compensation thsrefor will be mad* in accord- ance with Section 210 relating to changes in the work. Except for the items of cost specified in such Sections, the Contractor shall receive no compensation for any other cost damage, or delay to him due to the presence of such utility. if the Contractor fails to give the notice specified above and thereafter acts with- out instructions from the County, then be shall be liable for anyor all damage to such utilities or other work of the contract which arises from his operations subsequent to discovery thereof, and he shall repair and make good such damage at his ova coat. i. It the contract requires excavation or other work to a ` stated limit of excavation beneath the surface, and if during the i course of the work the Counter orders a change of depth or dimen- sions of such subsurface work due to discovery of unsuitable " bearing material or for any other cause,, then adjustment to con- tract price for such change will be meds in accordance with Sea- tion 21. Except for the tees of cost specified therain, the Con- tractor shall receive no compensation for any other cost, domgga, or delay to bis due to the presence of such unsuitable bearing material or other obstruction. SECTION 13, 1L$PH110s: A. The Contractor shall at all times pamii the County and their authorised agents to visit and inspect the work or any ppart thereof and the shop■ where-work is in preparation. This o ll- `ation shall include maintaining proper facilities and We, access Lor such inspection. Where the, contract requires work,to be tasted, c $ it shall not be covered up until inspected and approved by the Count , and the Contractor shall be solely responsible for notify- Ing tKa Coun*y where and when such work is in readiness for inspec tion and tasting. Should any such work be covered without such• toot end a�spravel, it shall be uncovered at the Contractor"s ex. pans*. S. Whenever the Contractor intends to perform work on Saturday. Sunday, or a legal holiday, he shall give notice, to the County ,.- ueh intention at least two working days prior to pperforming such work; or such other period as may be speei- fiad, so that the County may make necessary arrangemectr. A # .k�i`�`.z�.. �c,•��X14[�.-� ::. x'= 'r,,,-`-�,.;•�,zr.-�+�s�+��. �ixa''A**.3 res�.,� .##t�a:�"�,..��'� ,,, ,. -.:.^'N&:re, ., ... .. , .e���R.�t e� 4',ll§S..'� f .xe'i. Sa.+"' .,.`'riv'^L .__—•�A ,-i' tv� CNERAL COMITIONS (Continued) SECTION 11, CONDUCT Of MKt C. The Contractor shall personally superintend the work and shall maintain a competent superintendent or foreman at �1 until the job is accepted by the County. This superinteni.1611 s1 h, be empowered to act in all matters pertaining to the work. D. Daily Manpower Reports shall be signrd by the Contractor, or his Superintendent, and submitted weekly. L. Unless otherwise specified, the Contractor shall clear all obstructions and prepare the site ready for the construction. He shall verify dimensions and scale of plot plans, and shall check all dimensions, levels, and construction. T. Where work of one trade joinsy or is on other work, there 'hall be no discrepant or incomplete portions when the total project is complete. in onge ing ons kind of work with another. earring or dams*ing some will not be permitted.''.Should Improper work o any trade be covered by another which results in damage, or defects the whole work affected shall be made good by the Contractor wit"t expense to the County. O. The Contractor shall anticipate the relations of the various trades to progress of the work and shall sea that required anchorage or blocking is furnished and not at proper times. An- ehorsgo and blocking for each trade shall be a part of same, ex- cept where stated otherwise. N. Proper facilities shall be provided at all times for access of the County representatives to conveniently examine and inspect the work. 1. Watchmen, at Contractor's option shall be maintained during the progress of the work as requireb, at the expense of the Contractor. J. it any subcontractor or person employed by the Contractor shall appear to the USInser to be incompetent or to act in a dts- Orderl�rr or improper ewumer, he shall ba discharged immediately oat . the written request of the ZnSineer/Architect, and such person shall not again be "toyed on the work. SECTION 12. RESPQSSTUTLIDITIOttst The following shall constitute excipticni, and the sola exceptions, to the responsibility of the Contractor set forth in Section 4, In the Instructions to Bidders; Y 4_�tSr A. If during the course of the work the Contractor incount ' ars active utility installations which are not shown or indicated in the plans or in the s ecifications, or which are found in a loc►tion substantially different from that shown, and such utilities are not reasonably apparent from #tsual examination, than he shall „ F-10 l 00122'r x `� 4-'c��r�x �:'�.,+„�xa�a`�t�"�,...+�;_�'..;'a ."^-�+;�r. �.�"`tz.�i.»�.r.�3`.• t��. .k'2i'S ��t.��� l -.°.-:.-�w:T..?�..>�.C.x_Ax...,,E�t* :",-�,.:.r'� .���-_ .., CENERAL CONDITIONS (Continued) I salojfq. TEMPORARY tMILiTIES �,Qt FACILITIES (Continued) D. The Contractor shall provide and maintain for the duration of the work, temporary toilet facilities for the work- men These facilities shall be of an approved type conforming to the requirements of the County Health Department, and shall be weathertight structures with raised floors. Structures are to have adequate light and ventilation and door syyuippped with latch or lock. Contractor shall service such fee lities daily, maintaining same in a clean and sanitary condition. Portion of mite occupied by toilet facilities shall be graded and cleaned up upon removal of facilities when to ordered and/or upon completion of work. F E. The County '� l dirao itly to the utility companies connection foes, annexat Louofees ppermit fees acreage fees, and all other teas required by the u�I ity eompan�as and associated with the permanent utility services. if additional fast associ- ated with the temporary services are required they will be paid br the Contractor. The County v111 ,p� for water gas, tole- phone and electricity consumed on-tb• pro act until after the County makes written request to the utility companies that bil- ling• be sent to the County. (Normally the County will make theme requests after the project is accepted as complete.) r. Sae Special Conditions for Yariatlons to the above 1 requirements. FLECTION 10. PERMITSt A. The Contractor shall make application for all permits, that are required for the performance•of,�hls work by all laws ordinances. rules, resulatllons, or ordirs, of any bbdrr lawfully empowered to make or issue the same and laving jurisdiction and shall give all notices necessary in connection therewith. 'the • Contractor is AM1&outred to par any charges associated with per- wits. (It is not present polio of the County to pay fees to the lincorporated e cities for p•votte.) SECTION 11. CONDUCT OF WORRi A. The Contractor shall observe that the Count reserves the right to do other work in connection with the project by Con- tract or otherwise. and he shall at all times conduct his work so as to impose no hardship on the County,or•others engaged in the work. He shall adjust. correct and coordinate his work with the, work of others so that no discrepancies shall result in,the whole work. g. The Contractor shall provide an•adequate work force, materials of propper quality, and equient to properly carry on the work and to lnaure coop� Rg ation of each part in accordance with his schedule and with the time agreed.,' F-9 . a' t' r_ 00'121 L\ F r N• 1e t-�.��,; .,.:...t3`'��",�, �r ss.�u'�t'$.x�'+}• iY`�...�#����?+ a`C* k��.'�;p .� x. r•...'.. ...,�`�..- E r f•.2% .,�, .5 ;�e:� �?Y:,�1 .., CZNEEAL CONDITIONS (continued) sTaIS#�7•.,x31_or'HORk AND DA ant (continsc d} •�•` t F. Should the County for any cause, authorize a sus- pension of work the time o1 such,suspension will be added to the time allowed for completion. Suspension of work by order of the County shall not be doomed a waiver of the clais of the County for damages for non-completion of the work after the adjusted time as required above. JLUION . PROGRE$SSCHEDULEt Sae Special Conditions , paragraph 1.12 SU-TION 9. TunBuY_UTILITIES AND FACILITIESt A. All water used on the work will be furnished ind paid for by the Contractor. The Contractor shall furnish the necessary ' temporary piping from the distribution point to the points on the site where water to necessary to carry on the work and upon con- lotion of the work shall remove all temporary piping. g. The Contractor, at his own cost, shall furnish and in- stall all neters,all electric light and power equipment and wiring, all gas meters, gas aqease an piping that is necessary to per- form his work and ohsiI remove the upon the completion of the work. The Contractor shall.pay for ell power, light and Sas used in the construction work. . C. The Contractor sMll furnish,'wire for, install and,mata- tain temporarl electric light wherever it i necessary to provide illumination for the proper performance and/or inspection of the work. The lightingt, shall provide sufficient illumination and shall be so placed and distributed that these Specifications can be easily read in ovary place where said work is being performed. This tem- gpoorserr lighting equipment may be moved about but shall be maintained throughout the work, available for the use of the Engineer,'Project Inspector, or an other authorized representative of the County whenever required for inspection. F-8 • . ' '0 ." ".� t Y�.�'t. "t .�" -*, ax �,� .A .,i��}yc?�-,*"•'�'.. *Lir.����,y'1w e- ...L. ... N �'s �,�,e";:: { ¢ZNL�QNDITIONS (Continued) SECTION A. Subcontractiru (continued) D. Subletting or subcontracting any portion of the work as to which no subcontractor was designated in the original bid shall be permitted only in ease of public emergency or necessity* and then only after a finding reduced to writing as public rec- ord of theawarding authority setting forth the facts constituting such emergency or necessity. E. Substitution of Subcontractorsi Contractor shall not substitute any person or subcontractor in place of a subcontractor listed In his bidproposal without the written a proval of the County. Substitutlon of subcontractors must be in accordance with the provisions of the "Subletting and Subcontracting Pair Practices Act" beginning with Section 4100 of the Government Code. Violations of this Act by the Contractor may subject his to penalties which may include cancellation of contract aasasaenC of 10 psreent of the subcontractor's bid, and disciplinary action by the Contractors State License Doard. SECUON 7. ttMZ OP WORK AND Dpi A. The Countlr will designate the starting day of the con- tract on which the Contractor shall immediately begin and thereafter diligently prosecute the work to completion. The Contractor obli- gates himself to complete the work on or before the data or within the number of calendar days, sat forth in the Propposal (Aid rots C1, for completion subject only to such adjustment o[ time as may be 11 ret forth in this article or pursuant to Section 21. • g. If the work is not completed within the time required, damage will be sustained by the County. It is and will,be impract- icable and extremely difficult to ascertain and determine the actual damage which the County will sustain by reason of such delayg and it is tberefore agreed that the Contractor will ppay to the County the sus of mopsy stipulated par day in the Sppecifications for sacb and every day's delay is finishing the work beyand the time prea- cribed. If the Contractor fails to pay such liquidated damages the County may deduct the amount thereof from any money due or that say become due the Contractor under the contract. C. the work shall be regarded as completed upon the date the County has acceated�h0 sats in writint. D. Written requests for contract time extensions, along with adequate justification, shell be submitted to the County not later than one month following the delay., ' g. Any mangy due or 'to become due the Contractor amy retained to cover said liquidated damages and should such money not be sufficient to cover such damages. the County shall have the right' to recover the balance from the Contractor or bis sureties. F-7- . c,, 1 t '; "a�.r va..'Y 3^�°��''�::e f CEt1ERAL CONDITIONS (continued)_ �l&T S. DOND AND INSVIANCE (continued) L. CuTIFICATES Or INS_ tis Certificates of such workmen's Compensation, Public Liability, Property Damage Insurance, and Firs Insurance, shall be filed with the Counter and shall be subject to County approval r for adequacy of protection. All certificates shall indicate that Contra Costa Counter has been named as an additional insured. , These certificates shall contain a provision that coverage at- forded under iorswrittenenotice has eenagiven touContra Costs County, F� FERTDRNANCE 0 t Ons bond shall be in the amount of ons Hundred percent 100%) of the Contract, and shall insure the owner during the lits of the Contract and for the tern of one (1) ear from the data of acceptance of the work a ainat faulty or Iraper mater- ials or workmanship that may be discovered during t at time. o. PAYHZM jMt One bond shall be in the amount of fifty arc nt (541,) of the Contract price, 'and shalt be in accordance wIth the taw of the Stats of California to secure the payment of all cla"M for labor and materials used or consumed in the performance of this contract and of all amounts under the Unemployment Insurance t Act. i • ���. �QNTRACTINOt A. The Contractor shall be responsible for all work pat- formed under this contract, and no subcontractor will be recog- nised as such. All persons engaged in the work will be considered as employees of the Contractor. g. The Contractor shillive his personal attention to the ful- fillment of this contract and shall keep the work under his control# when any subcontractor fails to prosecute a portion of the work In a manner satisfactory to the Architect or Enginser, the Contractor $hall remove such subcontractor immediately upon written request of the Architect or Engineer and he shall not again be employed on the work. C. Although the specification sections of this contract may be arranged according to various trades, or general grouping of work, the contractor is not obligated to subet the work in such manner. The County will not entertain requests to arbitrate dis- putes among subcontractors or between chs Contractor and one or more subcontractors concerning responsibility for performing any part of the work. i .. F-6 r ,, ` r•Y 01 t.{ i S�'.1 "•t ri�i' 4,. - Mr"'c i :i�,'. 4 t �Y•.#'4 t kTx' x'1 «^ z,., .-, ♦..-r.,,..:.,?�;k++4& ..�'#as ..*„ 5�., it»t kt. , Y+, �;3�1..'" . "#. . GENERAL CONDITIONS (Continued) SECTIONS. Bond and Insurance (Continued) B. Compensation Insurance The Contractor shall take out and maintain during the life of this Contract adequate Workmens' Compensation Insurance for all his employees employed at the site of the project, and in case any work is sublet, the Contract shall require the subcontractor similarly to provide Workmens' Compensation Insurance for the latter's employees, unless such employees are covered by the protection afforded by the Contractor. In case any class of employee engaged in hazardous work under the Contract at the site of the project is not protected under the Workmens' Compensation statute, or in case there is no applicable Workmens' Compensation statute, the Contractor shall provide, and shall cause each subcontractor to provide, adequate insurance for the protection of his employees not otherwise protected.. C. Public Liability and Property Damage Insurance: The Contractor, at •no cost to Public Agency, shall obtain and maintain during the term hereof, Comprehensive Liability Insurance including coverage for owned and non-owned automobiles,,,wfth. a minimum combined single limit coverage of $ 500,000 for all damages due to bodily injury, sickness or disease, or death to any person, and coverage in the amount of $500,000 for any damage to property, includ- ing the loss of use thereof, arising out of each accident or occurence. Consultant shall furnish evidence of such coverage, naming Public Agency, its officers and employees as additional insureds, and requir- ing 30 days' written notice of policy lapse or cancellation. The Contractor shall submit a Certificate of Liability Insurance which shall include the "hold harmless" agreement as required in the Articles of Agreement. D. Builders: Risk: The Owner is carrying a Builders' Risk Policy on the Project.' However, each Contractor is responsible for the deductible of $5,000 per occurence. F-5 001 V CENERAL CONDITIONS (Continued) SECTION ]. ?stents and Royalties: A. The Contractor shall provide and pay for all licenses and royalties necessary for the legal use and operation of any of the equipment or specialties used in the work Certificates showing the payment of any such license or royalties, andpermits for the use of any stented or copyrighted devices shall be secured and paid for the Contractor and delivered to the County on completion of t e work, if required. SECTION 4. ' a b t ility for Vork ani Public A. The Work: Until the formal acceptance of the work by the CountK1, the Contractor shall have the charge and care thereof and a�eII bear the risk of injury or damage to an part of the work by the action of the elements or from any other cause ex- cept as provided in Section 22. The Contractor, at Contractor's cost, shall rebuild. repair, restore, and make good all such damages to any portion of the work occasioned by any of such*causes before its accept- once. g. Public gtilitiest a. The Contractor shall send proper notices. make all• neeessary arrangements, and perform all other services required in the ears and maintuunee of all ppublic utilities. The Con- tractor shall assume all rsaponaibility concerning seem for which the County may be liable. b. Inclosing or boxing in. for portection of any public utilit�r equipment, shall be done b the Contractor. Upon comple- tion o[ the work the Contractor shall remove all enclosucee fill In all openings In masonry grouting the sawwatertight, eat leave in a finished eonditton. c* All connections to public utilities shall be made and maintained in such maintained as not to interfere with the coa- tinuing use of*a m* by the County during the entire progress of the . Work. •SF.CI'ION 5. And aid Ineuroneet A. The Contractor to whom tha`work is awarded shall within five (5) working days after being notified enter into a contract with the owner on the Contra Costa County Standard Fors for the work in accordance with the drawing and Specifications (shall fur- nish and file at the sw tine labor and material avid faithful per- formance bonds as out forth in the advertisement for bids; on a tori acceptable to the County., F-4 c t� {s,�:�Tai1y—i '� .mssR- r- a ,.-i is f • GENERAL CONDITIONS (continued) q.P.m 2. Governing Laws and Regulations A. The Contractor shall keep informed of and observe, and comply with and cause all of his agents and am- ployeea to observe and comply with all prevailing Federal and State laws, local ordinances, and which in any wmrules and regulations made the to said laws. y affect the conduct of the work of this contract. E. All work and materials shall be in full accord- once with the latest rules and regulations of the Uniform Building Code, the State Fire Marshal, the Safety Orders of the Division of Industrial Safety, the National Electric Code the Uniform Plumbing Code published by the Western Plumbing Officials Association, and other applicable State laws or regulations. Nothing in these Plana or Specifications is to be construed to permit work.not conforming to these Codes. The Contractor shall keep copies of Codes on job at all times during construction period. C. Excerpts from Section 6422 of the Labor Code of the State of California are included below. The Contractor shall comply fully with this section of the Labor Code as applicable. "No contract for public worts involving an estimated ex enditure in excess of $25,000.00 for'the excavation of any r, trench or trenches five feet or more in depthshell be awarded unless it contains a clause requiring submission by the Contractor and acceptance by the awarding body or by s registered civil or structural engineer, employed by the awarding body to when authority to accept has been deli``ateA, in advance of ex- cavation, of a detailed plan showing the dse4a of shoring, brac- ing, elopingg or other provisions to be made [or worker protection from the hasard of caving ground during the excavation of such trench or trenches. If such pian varies from the shoring system standards established by the Construction Safety Orders, the plan shall be prepared by a registered civil or structural engineer. "Nothing in this section shall be deemed to allow the use'of a shoring, s o ing, or ratective system less effective than that seq�ired b the Construction Safety Orders of the Division of Industrial Safety. "Nothing In this section shall be construed to impose tort liability on the awarding body or any of its amployees. "rhe terms 'public works' and 'awarding body', on used . in this section shall have the same meaning as in Labor Code See- tione 1720 and 1722 respectively." F-3 _ 0015 . a ,-�� } 23�'f-tea._'.'+., ..�;n&��a ...*. .z.. �k.- '3sr... _ _ .'.-4.,_Y,� x^_•.-.. .,. _..3.... � - .. .- . � .1 GENERAL CONDITIONS $ICTjON-1. Definitions•. (continued) C'a The individual partnership, earporation, association, nt venture, or any Comb nation thereof, who has entered into a contract with the County. 29�nly Shall mean the County of Contra Costs, a political subdivision of the State of California and party of the first part, or its duly authorised agent acting within the *cope of their authority. Field Is an instruction given during the course of the work. ee Section 165). Etg - The written instructions, provisions, conditions or of r requirearnts appearing on the drawings, and so identified thereon, which pertain to the performance of the ' work. ��������� Tie official drawings including plans els- vations, secToas, detail drawings, diagrams, general nobs, is- formstion and schedules therson, or exact reproductions.thereof, adopted and approved by the Count showing the location, character, f dimension, and details of the work. SP1 iestions - The Instruct ions.'provisIon r, condi- tions and detailed requirements pertaining to the methods and man- ner of performing the work, or to the qualities and quantities of work to be furnished and installed under this contract. ub An individual, partnerrbt , corporation, association, o nt von ure, or any combination thereof, who con- tracts with t Contractor to perform work or labor or render service in or about the work. The term subcontractors shall not include those who supply materials only. ` uverint nde - The representative of•the Contractor who shall be present at the work site at all times during perform- ance of the work. Such Superintendent shall at all tiwes be fully authorised to receive and act upon instructions for the Architect or his authorised agents and to execute and direct the work on be- half of the Contractor. u l ,entary Agreement - A written agreement providing ., for alteration, or extension of the contract, Work - She furnishing and installing ofall labor;• materials, articles, supplies, and equipment as specified, desig noted, or required by the contrast:'- • .^,��. ^1.7:!tJ4i.•' .l pit^^F:J;.... _•7: .J .Ca'....:r•.� y.. _ .M +1 14 1 � } Te ,W- _.'rYiS.y .� k �"w,•3:n^,.r2F GENERAL CONDITIONS i SECTION 1. DetinitioneL •� Whenever the following terse, pronouns in place of thea, R or initials of organisations appear in the contract documents, they shall have the following meanings A document issued by the County during the bidding pe�►!ch modifies, supersedes, or supplements the original contract documents. Affir"tivs Action j}4pIty Utitir�satlon lteaort - wr sten ocumant a y, wee y, or mont y prepared by the contractor for submission to the County, ich reports the total number of employees, the total number of sin- ority employee@,,and the present minority manhours of total man- hours worked on the project. i The written document of agreement, exe- cuted by the ounty and the Contractor. i ,pier - Shall mean the architect, engineer, !n v� -partnarahlp employed by the County. o[ Contra Costa; as designated on the title sheet of them@ spec!- ! fications. When Contra Costa County is designated as the Enn�glneer, Engineer shall mass the Public Works Director, or his autlo cased 1 representative. gidder - Any individual, partnership corioration, association Joint venture, or any combination partnership submitting I a proposal for the work, acting directly, or through a duly author- ised representative. gQard offv� - Shall ..an the duly elected or appointed o c al@ o const Cute such a Board, who will act for • the County in all matters pertaining to the Contract. Inca order - I@ any change in contract tune or prize 3 and any chang�a contract documents not covered ZC covereedby subcontractors -tc� , o $uEn9 o 'the� � mean t aut arised agent -69 the aa1te—oT the work. Contract ,Thi•contrapt is'comprised of the contract documents. C t a t Doe�ume611ta The contract documents include the agreement dad wings-and. the spetifications. Pro3ect Hanagar - The'Prbject Manager is-the authorized representative-of Contra Costa County. Constructiot1 Manager = The Constr'uctian Manager is the County's cons truction_representative'ae described •in the Special Condition1,Section 01010;" • F ' 1011 i { .x a.,a3....;�� %' x..';v -.�++.� ��`�: _'��} �� •�.z T'y"1 �C +`'`i' rt`. r` l 4, �� y�� �..+,�,isi:+'�g��:r"S.�.� ,,•24.-4'3_ z.7.'�z � -`4 Instructions to Bidders (Continued)' ; 8. AWARD OF CONTRACT: A. The right is reserved to reject any and all proposals. The award of the contract, if it be awarded, will be to the lowest responsible bidder whose proposal complies with all the requirements prescribed. Such award, if made, will be made within 30 days after the opening of the proposals. 9. EXECUTION OF CONTRACT; A. The contract shall be signed by the successful bidder in duplicate counterpart and returned within five (5) days of receipt, not including Saturdays, Sundays, and legal holidays, together with the Contract Bonds and Certificates of Insurance. No contract shall be binding upon the County until same has been executed by the Con- tractor and the County. , Should the Contractor begin work in advance of receiving notice that the contract has been approved as above provided, any work performed by him would beat his own risk and as a'volunteer unless said contract is so approved. 10. FAILURE TO EXECUTE CONTRACT: A. Failure to execute a contrect and fill acceptable bonds and certificates of insurance as provided herein within 10 days, not including Saturdays, Sundays, and legal holidays, after the successful bidder has received the contract for execution. shall be Just cause for the annulment of the award and the forfeiture of the bidder's security. If the successful bidder refuses or fails to execute the contract, the County may award the contract to the second lowest responsible bidder. If the second lowest responsible badder refuses or fails to execute the contract, the County may award the contract to the third lowest responsible bidder. On the failure or refusal of the second or third lowest respon-s: sible bidder to whom any such contract is so awarded to execute the . same, such bidder's securities shall be likewise forfeited to the County. The work may then be readvertised or may be constructed by_day labor as provided by State law. . -Contra Costa County Detention Fac��,alG E-4 Instructions to Bidders (Continued) 4. SUBMISSION OF PROPOSAL: A. Each bid shall be made on a proposal form to be obtained at the Turner Construction Prosect Office, located in a construction trailer at the corner of Pine and Mel-1us, (1036 Pine Street) Martinez, California 94553. Bids are required for the entire work described herein, and neither partial bids nor contingent bids will be considered. Bid proposals shall be sealed and shall besubmittedto the Public Works Department, 6th Floor, County Administration Building, 651 Pine Street, Martinez, California, on or before the 23rd day of November 1977 at 2:00 PM and will be opened in public and at the time due-in the 6th floor Con- ference Room of the County Administration Building. 5. WITHDRAWAL OF PROPOSALS: A. Any bid may be withdrawn at any time prior to the time fixed in the public notice for the openin of bids, provided that a request•in writing, executed by bidder or his duly authorized representative, for the withdrawal of such bid is i filed with the Clerk of the Board of Supervisors of Contra f Costa County. Any oral, tele ro aahic, or telephonic request E to withdraw a b pro saTTs not ac"c_eotaM_ e�withdrawil 07 i 5 shall not prejudice th right of a bide o file- a de-W- `d:. This article does notauthorize the withdrawal of any bid after the time fixed-in the public notice for the opening of bids. 6. IRREGULAR PROPOSALS: A. The County also reserves the right to accept any or all alternates and unit prices called for on the Bid Fora and their order of listing on such form shall. in no way indicate the-order in which the, bids may be accepted. 7. COMPETITIVE BIDDING: t A. If more than one proposal be offered by any individdal11 firm, partnership, corporation; association, or any combination thereof, under the same or different names, all,such proposals may be rejected. A party who has quoted prices on materials or work to a bidder is not thereby disqualified from quoting prices to other bidders, or from submitting a bid directly for the materials or work. All bidders are put on notice that any collusive agreement fixing- the prices to be bid so as to control or affect the awarding of this contract is in violation of the competitive bidding requirements of the'State law and may render-,'void-any contract let under-.such j circumstances. 00111 ..v"-.a .., At Instructions to Bidders (Continued) B. DISCREPANCIES OR ERRORS: If omissions, discrepancies, or apparent errors are found in the plans and specifications prior to the date of bid opening, the bidder shall submit a written request for a clarification which will be given in the form of addenda to all bidders if time permits. 3. BIDDING DOCUMENTS A. Bids shall be made upon the special Proposal (Bid Fora), with all items completely filled out; numbers shall be stated both in writing and in figures, the signatures of all persons signed shall be in longhand; The completed form should be without interlineal- tions, alternations or erasures, no alternative proposals. • Additional copies of the Proposal (Bid Form) may be obtainod•from those supply- ing these specifications. B. Bids shall not contain any recapitulation of the work to be done; alternative proposals will not be considered, unless called for. No oral, telegraphic or telephonic proposals or modifications will be considered. C. List of Pro sed Subcontractors: Each proposal shall have listed t� e eln t name and Tess ot' each subcontractor to whom the bidder proposes to subcontract portions of the work in an amount in excess of 1/2 of 1 percent of his total bfd, in accordance with Chapter 2, Division 5, Title 1, of the Government Code. 0. Bidder's Security:. All bids shall have enclosed cash, a cashier's Reck, cert f e check or a bidder's bond, as descried below,, executed as sure y y-a corporation aut ized to insure surety bonds in the State of California, made payable to "Contra'Costa County", in an amount equal to at least 10 percent of the amount of the bid. No bid shall be considered unless one of the forms of bidder's security is enclosed therewith. The above-mentioned security shall be given as a guarantee that the bidder will enter into a contract if awarded the work, and will be forfeited by the bidder and retained by the County if the successful bidder refuses, neglects or fail- to enter into said .. contract or to furnish the necessary bonds after being requested to do. so by the -Board of Supervisors of the County of Contra Costa, ' Contra Costa County. Detention Facility Za'mw._:,. c,'' �„2.•.r`3im:4{.' P,+.._�= _t..._ '•.7 �#causE ': ,''. &,'''� s�'`#t.3i€ w�`�".A'-3:ax:,i,`•=.'. lfih tet . . Instructions to Bidders 1. LICENSING OF BIDDER. Before submitting bid. bidder shall be licensed n accordance w t the provisions of Section 7000 thru 7145 of the Business A 'Professions Code of the State of California in the clas- sification required for the work bid on. The bidder's name shall j correspond in all respects with the same shown on the license. License numbers and names are checked with the State. 2. EXAMINATION OF PLANS._SPECIFICATIONS. AND SITE OF THE WORK A. CONTRACTOR'S RESPONSIBILITY The bidders shall examine carefully the site of the work. and the plans and specifications therefor. He shall investigate and satisfy himself as to conditions to be encountered. the character, quality. and quantity of surface, and subsurface materials or obstacles to be encountered. the work to be performed, and materials to be furnished. and as to the requirements of the proposal. plans. and specifications of the contract. Investigations of subsurface conditions are made for the purpose of design, and the County assumes no responsibility whatever in respect to the sufficiency or accuracy of borings, or of the • log of test borings, or other preliminary investigatigns, or of the interpretation therefor. There is no quarantee or warranty, either express or implied. that the conditions indicated are representative of'those exist- ing throughout the work, or any part of it, or that unlooked for developments may not occur. Making such inforeatiom available to bidders is not to be construed in any way as a waiver of the provisions of this article concerning the Contractor's responsi- bility for subsurface conditions. the bidders must satisfy them- selves through their own investiyat,ions as to the actual conditions . to be encountered. Contra Costa County Detantion,Facility E1 INFORMATION TO BIDDERS Part II 4. Clean-Up: The Contractor shall keep the premises free at all times from all waste materials, packaging materials and other rubbish accumulated in connection with the execution of the work by collecting and depositing said materials and rubbish in debris boxes to be furnished by the General Conditions Contractor. Debris boxes are furnished for normal miscellaneous debris only. Dunnage and bulking type materials must be removed from the site at the Contractor's own expense. 5. Line and Grade: Two column lines in a north-south direction and two column lines in a east-west direction will be provided on each floor for use by the Contractor. Assuming the accuracy of these lines, all other layout will be by the Contractor. Four bench marks for elevation control will be provided on each floor for use by the Contractor. 6. Temporary Buildings: Space for storage and temporary buildings will be allocated by Turner Construction Company as fob conditions permit. Temporary offices or sheds shall be constructed of fire resistant materials. Material and layout must be approved by Turner prior to installation. 7. Submittals: Contractor will submit a list of all major suppliers, and a list of all material components with their anticipated delivery date within thirty (30) days of the award of Contract. No payment will be processed until this submittal is recieved. 8. Obtaining Documents: Bidders will be furnished one set of Contract Documents, additional sets or copies of reference drawings, if desired, can be purchased from the following firm: East Bay Blue Print and Supply Co. 1742 Franklin Street Oakland, California PHONE: (415) 444-8001 or 465-7363 D-5 OU1(* x . INFORMATION TO BIDDERS Part 11 D. The following reference Specification Sections are available for Bidder's review in Turner Construction Company's Jobsite trailer. Section Item Pages 15010 - General Requirements Mechanical Work 1 - 62 15200 - Heating, Ventilating and Air Conditioning 1 - 55 15300 - Plumbing 1 - 19 15400 - Fire Protection 1 - 9 15500 - Underground Piping Phase I 1 - 6 17000 - Building Automation and Fire Alarm Systems 1 - 3 17100 - Temperature Controls 1 - 13 17200 - Central Control and Monitoring System 1 - 6 17300 - Fire Alarm System 1 - 8 E. Copies of the referenced documents listed in Paragraphs C and D above can be purchased at.Bidder's expense from the following Firm: East Bay Blue Print and Supply Company 1742 Franklin Street Oakland, California PHONE: (415) 444-8001 or 465-7363 2. Time for Completion: The Contractor shall complete this Contract within Five Hundred and Nineteen calendar days (519) from and after the Notice to Proceed. A Notice to Proceed is anticipated by December 13, 1977. 3. Parking: Parking spaces are at a minimum in downtown Martinez, construction workers will not be allowed to occupy existing parking areas. Park- ing for one foreman of each contractor will be provided, additional construction parking will be in locations directed by the Construc- tion Manager. It is anticipated that sufficient parking for the peak construction phase will be made available north of Marina Vista, approximately six blocks from the project. D-4 W107 fi...a.�. s-¢•�.n3a-.�+A,zw`' i�,�ti43fsa�x'F'Ych'.�3s. v�.sam R��R1.�� `���.>*'.._. s, _o4.Q.w`"?w.. , ;.k.�t.'4 3h�4. �, .. a#-.�., .,x. ; INFORMATION TO BIDDERS Part II Structural Drawings Revision No. Dated S9.1 3 08-30-77 S9.2 3 08-30-77 S9.3 6 10-11-77 S9.4 3 08-30-77 S9.5 3 08-30-77 S9.6 4 09-21-77 S9.7 4 09-21-77 510.1 1 09-19-77 S1O.2 1 09-19-77 510.3 1 09-19-77 510.4 1 09-19-77 S10.5 1 09-19-77 S1O.6 1 09-19-77 510.7 1 09-19-77 Si0.8 1 09-19-77 S1O.9 1 09-19-77 S10.10 1 09-19-77 510.11 - 09-19-77 511.1 7 10-19-77 S11.2 7 10-19-77 S11.3 - 09-19-77 512.1 7 10-19-77 512,2 7 10-19-77 512.3 7 10-19-77 S12.4 7 10-19-77 S12.5 - 10-19-77 S12.6 - 10-19-77 S13.1 7 10-19-77 S13.2 7 10-19-77 513.3 7 10-19-77 513,4 7 10-19-77 Plumbing Drawings P-1 through P-20 dated 10-24-77 Fire Protection Drawings FP-1 through FP-10 dated 10-24-77 Electrical Drawings E-1 through E-42 dated 10-24-77 D-3 ' 0011YU t f- _ • �' INFORMATION TO BIDDERS Part II Architectural Drawings Dated A6.1 10-25-11 A6.2 10-25-77 A6.3 10-25-77 A6.4 10-25-77 A6.5 10-25-77 A6.6 10-25-77 A6.7 10-25-77 A6.8 10-25-77 A7.1 10-25-77 A7.2 10-25-77 A7.3 10-25-77 A7.4 10-25-77 A7.5 10-25-77 A8.1 10-25-77 A8.2 10-25-77 AB.3 10-25-77 ABA 10-25-77 A8.5 10-25-77 A9.1 10-25-77 A9.2 10-25-77 A9.3 10-25-77 Food Service FS-1 10-25-77 FS-2 10-25-77 FS-3 10-25-77 FS-4 10-25-77 FS-5 10-25-77 Structural Drawings Revision No. Dated Sl 5 09-28-77 S2.1 7 10-19-77 S2.2 7 10-19-77 S3.1 7 10-19-77 S4.1 8 10-24-77 S4.2 8 10-24-77 S5.1 8 10-24-77 S5.2 8 10-24-77 S6.1 6 10-11-77 S6.2 8 10-24-77 S7.1 8 10-24-77 S7.2 8 10-24-77 S8.1 7 10-19-77 S8.2 - 07-19-77 00105 D-2 I ,., ,..1.aa .ems__, k.a,,.iaY�� ._.. ,,��c w't-�aYer ,�'i.�:3=-_.,_���_ :i-i "�i� g��:.`s�.T.*�?tiw i,:�a ..she..-..41' x, c,�--•c-. _ .._., 4 i INFORMATION TO BIDDERS Part II 1. SCOPE: A. Mechanical Furnish and install all work as shown or noted on the Contract Drawings and as specified under Technical Specification Sections 15010, 15200, 17000, 17100, 17200 and 17300. B. Plumbing Furnish and install all work as shown or noted on the Contract Drawings and as specified under Technical Specification Sections 15010, 15300 and 15500. C. Sprinkler Furnish and install all work as shown or noted on the Contract Drawings and-as specified under Technical Specification Sections 15010 and 15400. D. Reference documents are available for Bidder's review at the Turner Construction Company trailer, located at the 3obsite. The following are reference drawings: Architectural Drawings Dated A2.1 10-25-77 A2.2 10-25-77 A2.3 10-25-77 A2.4 10-25-77 A2.5 10-25-77 A2.6 10-25-77 A2.7 10-25-77 A2.8 10-25-77 A3.1 10-25-77 A3.2 10-25-77 A4.1 10-25-77 A4.2 10-25-77 A5.1 10-25-77 A5.2 10-25-77 A5.3 10-25-77 A5.4 10-25-77 A5.5 10-25-77 A5.6 10-25-77 D-1 001 04 At- a 'b"'i�A 3G. INFORMATION TO BIDDERS Part 1 Safety Meetings Regular meetings shall be conducted for supervisors, foremen and employees to stimulate and maintain interest in the safety plan and provide a direct path for feedback to management of possible hazards and/or suggestions for improving safety practices. ar We are requesting that two (2) copies of the minutes of these meetings be submitted to Turner Construction Company. Forms will be provided by Turner Construction Company. A. All new employees shall be made aware of the basic rules of conduct expected of them, to insure their safety and that of their fellow workers. B. Tailgate or Tool Box Meetings will be held weekly by each craft to discuss problems or conditions peculiar to their trade. The meetings will be conducted by the supervisor or foreman in charge and will emphasize the workman's participation. Your job superintendent shall attend these meetings to lend his support to the safety program and to coordinate the solution of problems. C. A superintendent and foreman's meetings will be held at least every two weeks. This meeting shall be attended by representa- tives of all Contractors and will be conducted by Turner, for the purpose of reviewing the safety record, acting on suggestions made by job personnel and for analyzing futurescheduled work to determine safety precautions that are necessary for accident control and elimination of potential hazards. Accident Reporting Procedure Maintaining control of the safety program requires prompt and accurate reporting of all accidents and injuries. It will be your responsibility to submit one copy of all Accident/ Injury Reports to Turner Construction Company for permanent record. These Accident/Injury Reports must be submitted on one of the follow- ing forms: 1. Cal OSHA Form $020 (Rev. 3)' and your Foreman's Report of Injury. 2. Standard report form which you submit to your insurance carrier. 3. One (1) copy of your Annual Report, Cal OSHA Farm 102, covering all work performed on the.County,of.Contra Costa Detention Facility Project. - - --- • G3 '. ���W _- 1 INFORMATION •TO BIDDERS Part 1 S. Safety: Introduction: Construction by its nature presents numerous hazards to participants and spectators alike. As is too often the case in a construction project, expediency and false economy take precedence over good safety practices with resulting injury or death. ' The following suggestions and directions are presented to emphasize the concern of the County of Contra Costa and their construction managers, Turner Construction Comppny, for accident prevention and safety in the course of this construction so that our Joint experience will be both pleasant and rewarding. Purpose The primary purpose of this plan is to demonstrate a method to provide a safe working environment for workers and to reduce public liability. All safety regirements directed by the Department of Industrial Safety administering Cal OSHA are a mandatory part of this program and all Job personnel are expected to be knowledgeable in these rules and to comply with all Cal OSHA directives, Turner Construction Company Safety Requirements and all other applicable safety codes. Policy Statement You, as Contractors, and your Subcontractors will have direct responsibility for the safety of your men and the operations under your control. When there is a choice of safety versus time or safety versus economics, "Safety First" is to be the rule. This program will be effective and successful with your full commitment and cooperation in carrying out the basic- procedures i that follow and in transmitting concern and enthusiasm for a safe operation down through all your supervisors, foremen and employees. Since safety consciousness is not unique to this project we are requesting that two copies be promptly submitted to Turner Construction Company upon- award of a contract to the successful Bidder C-2 , 001 INFORMATION.TO BIDDERS Part I The information and instructions included herein constitute a part of the Contract Documents and are given for the purposes of assfstfng j Bidders in properly preparing their bids or proposals. Each Bidder shall prepare his bid or proposal in strict compliance with all of the require- ments of the Contract Documents and with the following instructions: 1. Proposal shall be made on the forms provided in this bound copy of the Contract Documents. Proposal must be enclosed in a sealed envelope, addressed to the County of Contra Costa, and shall state "BIO - CONTRA COSTA COUNTY DETENTION FACILITY". 2. If Information is required regarding the Bid Package, Drawings and/or Specifications, the Bidder shall' not contact the County of Contra Costa or the Architect. All questions and requests for information shall be directed to Turner Construction Company. Telephone UlU 229-3610, Attention: Craig.Braccia. 3. Prevailing Wage Rate: Bidders are hereby notified that pursuant to Section 1773 of the ! Labor Code of the State of California, or local law applicable thereto. the Director of Department'of Industrial Relations has ascertained the general prevailing rate of per diem wages and rates for legal holidays and overtime in the locality in which this work is to be performed for each type of workman or mechanic required to execute the contract which will. be awarded to the successful bidder. The prevailing rate of per diem wages is on file with the Clerk of the Board of Supervisors, and is incorporated herein by reference thereto, the same as if set forth in full herein. ; For any classification not included in the list, the mimimum rate shall be the general prevailing rate for the County. The said Board reserves the right to reject any and all bids or any portion of any bid and/or waive any irregularity'in any bid received. 4 4. A pre-bid conference will be held at the Detention Facility Project Office, 1236 Escobar Street, Martinez, California at 11;04 AM, November 7, 1477. �r C-, 001 fill PROJECT DESCRIPTION CONTRA COSTA DETENTION FACILITY Mecbenical, Plumbing and Sprinklers Item No. 1 Mechanical: All air handling systems, mechanical ventilation and exhaust systems, chilled water piping system, heating hot water pip- ing systems, temperature control systems, low voltage wiring and connections. Item No. 2 Plumbing: All sanitary soil, waste and vent systems including con- nections to fixtures and termination of sanitary soil lines. In addition all storm drainage piping, domestic cold water piping systems including connection to fixtures, domestic hot water piping systems including semi-instantaneous water heaters, pumps, accessories and connections to fixtures and equipment, natural gas piping system including connections, and rough-in for kitchen and laundry services. Contractor will provide all testing required by the Contract Documents. Item No. 3 Sprinkler: Providing and installing a hydraulically calculated and approved automatic fire sprinkler system. Fire sprinkler system shall include connection to a double check valve assembly. The work also includes fire hose cabinets and extinguishers, a manual preaction system consisting of a monitored air-changed preaction valve and piping with manual override, provide air piping as required and valve supervisory switches. Bidders may bid the above described items individually or in combinations as provided: for'on the'Bid Proposal Form. The right is reserved by the County to award any item of work or any combination of items of work or to make no award at all. The Detention Facility Project is located in downtown Martinez, California and is bounded by Willow Street, Pine Street. Ward Street and Mellus Street. a4�- ',..i—. .a'-':Ss. .�,'rz.r-z'**'S NOTICE TO CONTRACTORS (Continued) to the successful bidder. The prevailing rate of per diem wages is on file with the Clerk of the Board of Supervisors, and is incorporated herein by reference thereto, the same as if set forth in full herein. For any classification not included in the list, the minimum rate shall be the general prevailing rate for the County. The said Board reserves the right to reject any and all bids or any portion of any bid and/or waive any irregularity in any bid received. BY ORDER OF THE BOARD OF SUPERVISORS OF CONTRA COSTA COUNTY J. R. OLSSON COUNTY-CLERK AND EX-OFFICIO CLERK OF THE BOARD OF SUPERVISORS CONTRA COSTA COUNTY, CALIFORNIA By' !Deputy) DATED: PUBLICATION DATES: "A-9 NOTICE TO CONTRACTORS (Continued) Each'bid shall be made on a proposal form to be obtained at the Turner Construction Protect Office located in a construction trailer at the corner of Pine and Mellus Streets, (1035 Pine Street) Martinez, California, Bids are required for the entire work described herein, and neither partial bids nor contingent bids will be considered. A PROPOSAL GUARANTY IN THE AMOUNT OF TEN (10) PERCENT OF AMOUNT BID shall accompany the'Proposal. The Proposal Guaranty may be in the form of a cashier's check, certified check or bidder's bond, made payable to ! the order of "The County of Contra Costa". The above mentioned security shall be given as a guarantee that the bidder will enter into a contract if awarded the work, and will be forfeited by the bidder and retained by the County if the successful bidder refuses, neglects or fails to enter into said contract or to furnish the necessary bonds after being required to do so by the Board of Supervisors of the County of Contra Costa. Bid proposals shalt be sealed and shall be submitted to the Public Works Department, 6th Floor, County Administration Building, 651 Pine Street, Martinez, California 94553, on or before the 23rd Day of November 1977 at 2:00 PM and will be opened in public and at the time due in the Chambers of the Board of Supervisors, Room 107,,Administration Building, Martinez, California, and there read and.recorded. Any Bid Proposals received after that time specified In this notice 'will be returned unopened. The successful bidder will be required to, furnish a Labor and Materials Bond in an amount equal to fifty percent of theContract price and a Faithful Performance Bond in an amount equal to one hundred percent of the contract price, said bonds to be secured from a Surety Company authorized to do business in the State of California; Bidders are hereby notified that pursuant to Section 1773 of the Labor- Code of the State of California, or local law applicable thereto, the Director of Department'of Industrial Relations has ascertained the general prevailing rate of per diem wages and rates for legal holidays and overtime in the locality in which this work is 'to be performed for each type of workman or mechanic required to execute the contract which will be awarded A-$ R NOTICE TO CONTRACTORS CONTRA COSTA COUNTY PUBLIC WORKS DEPARTMENT MARTINEZ, CALIFORNIA CONTRA COSTA DETENTION FACILITY PROJECT DETENTION FACILITY SPRINKLERS PROJECT NO. 5269-926-(49) Notice is hereby given by order of the Board of Supervisors of Contra Costa County, that the County Public Works Department will receive bids until 2:00 PM on November 23, 1977 for the furnishing of all labor, materials, equipment, transportation and services for: Detention Facility Sprinklers which includes: Providing and installing a hydraulically calculated and approved automatic fire sprinkler system. Fire sprinkler system shall include connection to a double check valve assembly. The work also includes fire hose cabinets and extinguishers, a manual preaction system consisting of a monitored air-changed preaction valve and piping with manual override, provide air piping as required and valve supervisory switches. The Protect is located in the County Civic Center, Martinez, California. The Construction Manager's initial estimated construction cost is $270,000. The work shall be done in accordance with the OFFICIAL PLANS AND SPECIFICATIONS prepared in reference thereto. A pre-bid conference will be held for alt prospective bidders at 1236 Escobar Street, Martinez, California, at 11:00 AM on November 7, 1977. Any questions in regards to this Contract should be directed to Craig Braccia, Turner Construction Company, Telephone (415) 229-3610. Only bids submitted by Contractors licensed by the,State of California will be considered. Each Proposal is to be in accordance with the Plans and Specifications on file at the Office of the Clerk of the Board of Supervisors, Room 103, County Administration Building, 651 Pine Street, Martinez,.'California. A-i r • 'YI NOTICE TO CONTRACTORS (Continued) to the successful bidder. The prevailing rate of per diem wages is on file with the Clerk of the Board of Supervisors, and is incorporated herein by reference thereto, the same as if set forth in ful1 herein. For any classification not included in the list, the minimum rate shall be the general prevailing rate-for the County. The said Board reserves the right to refect any and all bids or any portion of any bid and/or waive any irregularity in any bid received. BY ORDER OF THE BOARD OF SUPERVISORS OF CONTRA COSTA COUNTY J. R. OLSSON COUNTY- CLERK AND EX-OFFICIO CLERK OF THE BOARD OF SUPERVISORS CONTRA COSTA COUNTY, CALIFORNIA By' (Deputy) DATED: PUBLICATION DATES: A-6 001195 NOTICE TO CONTRACTORS (Continued) Each'bid shall be made on a proposal fora to be obtained at the Turner Construction Project Office located in a construction trailer at the corner of Pine and Mellus Streets, (1035 Pine Street) Martinez, California. Bids are required for the entire work described herein, and neither partial bids nor contingent bids will be considered. A PROPOSAL GUARANTY IN THE AMOUNT OF TEN (10) PERCENT OF AMOUNT. BID shall accompany the Proposal. The Proposal Guaranty may be in the form of a cashier's check, certified check or bidder's bond, made payable to the order of "The County of Contra Costa". The above mentioned security shall be given as a guarantee that the bidder will enter into a contract if awarded the work, and will be forfeited by the bidder and retained by the County if the successful bidder refuses. neglects or fails to enter into said contract or to furnish the necessary bonds after being required to do so by the Board of Supervisors of the County of Contra Costa. Bid proposals shall be sealed and shall be submitted to the Public Works Department, 6th Floor, County Administration Building, 651 Pine Street, Martinez, California 94553, on or before the 23rd Day of November 1977 at 2:00 PM and will be opened in public and at the time due in the Chambers of the Board of Supervisors, Room 107,,Administration Building, Martinez. California. and there read and recorded. Any Bid Proposals received after that time specified in this notice will be returned unopened. The successful bidder will be required to* furnish a Labor and Materials Bond in an amount equal to fifty percent of the Contract price and a Faithful Performance Bond in an amount equal to one hundred percent of- the contract price, said bonds to be secured from a Surety. Company authorized to do business in the State of California. Bidders are hereby notified that pursuant to Section 1773 of the Labor, Code of the State of California, or local low applicable thereto, the Director of Department-of Industrial Relations has ascertained the general prevailing rate of per diem wages and rates. for legal holidays and overtime in the locality in which this work is *to be performed for each type of workman or mechanic required to execute the contract which will be awarded I • .. - • r( w 00,fi!• 5 �'A-5 z i NOTICE TO CONTRACTORS CONTRA COSTA COUNTY PUBLIC WORKS DEPARTMENT MARTINEZ, CALIFORNIA CONTRA COSTA DETENTION FACILITY PROEJCT DETENTION FACILITY PLUMBING PROJECT NO. 5269-926-(48) Notice is hereby given by order of the Board of Supervisors of Contra Costa County, that the County Public Works Department will receive bids until 2:00 PM on November 23, 1977 for the furnishing of all labor, materials, equipment, transportation and services for: Detentior facility Plumbing which includes: All sanitary soil, waste and vent systems including connections to fixtures and termination of sanitary soil lines. In addition all storm drainage piping, domestic cold water piping systems including con- nection to fixtures, domestic hot water piping systems including semi-instantaneous water heaters, pumps, accessories and connections to fixtures and equipment, natural gas piping system including con- nections, and rough-in for kitchen and laundry services. Contractor will provide all testing required by the Contract Documents. The project is located in the County Civic Center, Martinez, California. The Construction Manager's initial estimated construction cost is $1,382,000. The work shall be done in accordance with the OFFICIAL PLANS AND SPECIFICATIONS prepared in reference thereto. A pre-bid conference will be held for all prospective bidders at 1236 Escobar Street, Martinez, California, at 11:00 AM on November 7, 1977. Any questions in regards to this Contract should be directed to Craig Braccia, Turner Construction Company, Telephone (415) 229-3610:. Only bids submitted by Contractors licensed by the State of California will be considered. Each Proposal is to be in accordance with the Plans and Specifications on file at the Office of the Clerk of the Board of Supervisors. Room 103, County Administration Building,651 Pine Street, Martinez, California, , t. ._,. Ya a ._.",Lf .,_._....tS.'t,i.t_i�ia�i-9•yiC'C' jY., x l ' "^e NOTICE TO CONTRACTORS (Continued) to the successful bidder. The prevailing rate of per diem wages is on file with the Clerk of the Board of Supervisors, and is incorporated herein by reference thereto, the same as if set forth in full herein. For any classification not included in the list, the minimum rate shall be the general prevailing rate for the County. The said Board reserves the right to reject any and all bids or any portion of any bid and/or waive any irregularity in any bid received. BY ORDER OF THE BOARD OF SUPERVISORS OF CONTRA COSTA COUNTY J. R. OLSSON COUNTY CLERK AND EX-OFFICIO CLERK OF THE BOARD OF SUPERVISORS CONTRA COSTA COUNTY, CALIFORNIA By (Deputy) DATED: PUBLICATION DATES: 00093 A-3 NOTICE TO CONTRACTORS (Continued) Each bid shall be made on a proposal form to be obtained at the Turner Construction Project Office located in a construction trailer at the corner of Pine and Mellus Streets, (1035 Pine Street) Martinez, California. Bids are required for the entire work described herein, and neither partial bids nor contingent bids will be considered. A PROPOSAL GUARANTY IN THE AMOUNT OF TEN (10) PERCENT OF AMOUNT BIO shall accompany the Proposal. The Proposal Guaranty may be in the form of a cashier's check, certified check or bidder's bond, made payable to the order of "The County of Contra Costa". The above mentioned security shall be given as a guarantee that the bidder will enter into a contract if awarded the work, and will be forfeited by the bidder and retained by the County if the successful bidder refuses, neglects or fails to enter into said contract or to furnish the necessary bonds after being required to do so by the Board of Supervisors of the County of Contra Costa. Bid proposals shall be sealed and shall be submitted to the Public Works Department, 6th Floor, County Administration Building, 651 Pine Street, Martinez, California 94553, on or before the 23rd Day of November 1977 at 2:00 PM and will be opened in public and at the time due in the Chambers of the Board of Supervisors, Room 107,.Administration Building, Martinez, California, and there read and recorded. Any Bid Proposals received after that time specified in this notice will be returned unopened. The successful bidder will be required to furnish a Labor and Materials Bond in an amount equal to fifty percent of the Contract price and a Faithful Performance Bond in an amount equal to one hundred percent of the contract price, said bonds to be secured from a Surety Company authorized to do business in the State of California. Bidders are hereby notified that pursuant to Section 1773 of the Labor Code of the State of California, or local law applicable thereto, the Director of Department of Industrial Relations has ascertained the general prevailing rate of per diem wages and rates for legal holidays and overtime in the locality in which this work is to be performed for each type of workman or mechanic required to execute the contract which will be awarded .. «:.:: ., -'-. _..... v.....v..€3. ..:.,u..a.1 >.,L .`'__, L!y na.'�, .,.. .}:+,� _.... tY Yi ' NOTICE TO CONTRACTORS CONTRA COSTA COUNTY PUBLIC WORKS DEPARTMENT MARTINEZ, CALIFORNIA CONTRA COSTA DETENTION FACILITY PROJECT DETENTION FACILITY MECHANICAL PROJECT NO. 5269-926-(41) Notice is hereby given by order of the Board of Supervisors of Contra Costa County, that the County Public Works Department will receive bids until 2:00 PM on November 23, 1977 for the furnishing of all labor, materials, equipment, transportation and services for: Detention Facility Mechanical which includes: All air handling systems, mechanical ventilation and exhaust systems, chilled water piping system, heating hot water pip- ing systems, temperature control systems, low voltage wiring and connections. The Project is located in the County Civic Center,, Martinez, California. The Construction Manager's initial estimated construction cost is $1,680,000, The work shall be done in accordance with the OFFICIAL PLANS AND SPECIFICATIONS prepared in reference thereto. A pre-bid conference will be held for all prospective bidders at 1236 Escobar Street, Martinez, California, at 11:00 AM on November 7, 1977, Any questions in regards to this Contract should be directed to Craig Braccia, Turner Construction Company, Telephone (415) 229-3610. Only bids submitted by Contractors licensed by the State of California will be considered. Each Proposal is to be in accordance with the Plans and Specifications on file at the Office of the Clerk of the Board of Supervisors, Room 103, County Administration Building, 651 Pine Street, Martinez, California. The Plans and Specifications may be examined at the Office of the Clerk of the Board of Supervisors. Plans and Specifications and proposal forms may be obtained by prospective bidders at the Turner Construction Project Office, at the corner of Pine and Mellus Streets, (1035 Pine ' Street) Martinez, California 94553, upon request. A-1 , r,.,6�: . ,atx:' `r, �.4-� n., -, ,e- ,... . . ,. 4.... .`.^..a.3 �t :; s�'r',rc,4"4 `:i...,:t°,.^,..:,.,t ,•+` TABLE OF CONTENTS Section Item Pages A Notice to Contractors A-1 - A-9 B Project Description B-1 C Information to Bidders Part I C-1 - C-3 D Information to Bidders Part II D-1 - 0.5 E Instructions to Bidders E-1 - E-4 F General Conditions F-1 - F-25 G Articles of Agreement G-1 - G-4 H Affirmative Action Plan, County of Contra Costa H-1 - H-9 I Federal Requirements I-1 - I-4 J Proposal J-1 - J-8 SPECIFICATIONS: Division 1: General Requirements 01010 - Special Conditions 1 - 8 Division 2: Technical Specifications 15010 - General Requirements Mechanical Work 1 - 62 15200 - Heating, Ventilating, and Air Conditioning 1 - 55 15300 - Plumbing 1 - 19 15400 - Fire Protection 1 - 9 15500 - Underground Piping Phase I 1 - 6 17000 - Building Automation and Fire Alarm Systems 1 - 3 17100 - Temperature Controls 1 - 13 17200 - Central Control and Monitoring System 1 - 6 17300 - Fire Alarm System 1 - 8 CONSTRUCTION SPECIFICATIONS FOR CONTRA COSTA COUNTY DETENTION FACILITY DETENTION FACILITY MECHANICAL F L PROJECT No. 5269-926-(47) a---Yl OCT -15 1977 DETENTION FACILITY PLUMBING PROJECT No. 5269-926-(48) , OLSSON CLERK eoAROF Savlsaas ca rret a. DETENTION FACILITY SPRINKLERS tas!a..t... PROJECT No. 5269-926-(49) DATED: October 25, 1977 PREPARED FOR: CONTRA COSTA COUNTY PUBLIC WORKS DEPARTMENT Sixth Floor Administration: Building Martinez, California j By KAPLAN/McLAUGHLIN ARCHITECTS 901 Battery Street San Francisco, California crofilmed with board order 00 �. ... ... ...,.,. _ .,.. , .�..+:4 n.�x.._-. ✓ .._. ,. r-..3s�'�'�.uvm.��,..._,. ..,. ;-. ,re-• j.,t,.»}�'.�--v��i.:��..€".i.=._.fir—.-F_s-�� •NOTICE TO CONTRACTORS (Continued) to the successful bidder. The prevailing rate of per diem wages is on file with the Clerk of the Board of Supervisors, and is incorporated herein by reference thereto, the same as if set forth in full herein. For any classification not included in the list, the minimum rate shall be the general prevailing rate for the County. The said Board reserves the right to reject any and all bids or any portion of any bid and/or waive any irregularity in any bid received. BY ORDER OF THE BOARD OF SUPERVISORS OF CONTRA COSTA COUNTY J. R. OLSSON COUNTY CLERK AND EX-OFFICIO CLERK OF THE BOARD OF SUPERVISORS CONTRA COSTA COUNTY, CALIFORNIA By' Deputy DATED: OCT 2 5 1977 PUBLICATION DATES: t 00n.Q9 �'A-9 .:iU-... _.:-y.. NOTICE TO CONTRACTORS (Continued) Each'bid shall be made on a proposal form to be obtained at the Turner Construction Project Office located in a construction trailer at the corner of Pine and Mellus Streets, (1035 Pine Street) Martinez, California. Bids are required for the entire work described herein, and neither partial bids nor contingent bids will be considered. A PROPOSAL GUARANTY IN THE AMOUNT OF TEN (10) PERCENT OF AMOUNT BID shall accompany the Proposal. The Proposal Guaranty may be in the form of a cashier's check, certified check or bidder's bond, made payable to the order of "The County of Contra Costa". The above mentioned security shall be given as a guarantee that the bidder will enter into a contract if awarded the work, and will be forfeited by the bidder and retained by the County if the successful bidder refuses, neglects or fails to enter into said contract or to furnish the necessary bonds after being required to do so by the Board of Supervisors of the County of Contra Costa. Bid proposals shall be sealed and shall be submitted to the Public Works Department, 6th Floor, County Administration Building, 651 Pine Street, Martinez, California 94553, on or before the 23rd Day of November 1977 at 2;00 PM and will'be opened in public and at the time due in the Chambers of the Board of Supervisors, Room 107,,Administration Building, Martinez, California, and there read and recorded. Any Bid Proposals received after that time specified fin this notice'wil'l be returned unopened. The successful bidder will be required to* furnish a Labor and Materials Bond in an amount equal to fifty percent of the Contract price and a Faithful Performance Bond in an amount equal to one•hundred percent of the contract price, said bonds to be secured from a Surety Company authorized to do business in the State of California. Bidders are hereby notified that pursuant to Section 1773 of the Labor Code of the State of California, or local law applicable thereto, the Director of Department'of Industrial Relations has ascertained the general prevailing rate of per diem wages and rates for legal holidays and overtime in the locality in which this work is 'to be performed for each type of workman or mechanic required to execute the contract which will be awarded A-8 � nl { NOTICE TO CONTRACTORS CONTRA COSTA COUNTY PUBLIC WORKS DEPARTMENT MARTINEZ, CALIFORNIA CONTRA COSTA DETENTION FACILITY PROJECT DETENTION FACILITY SPRINKLERS PROJECT NO. 5269-926-(49) Notice is hereby given by order of the Board of Supervisors of Contra Costa County, that the County Public Works Department will receive bids until 2:00 PM on November 23, 1977 for the furnishing of all labor, materials, equipment, transportation and services for: Detention Facility Sprinklers which includes: Providing and installing a hydraulically calculated and approved automatic fire sprinkler system. Fire sprinkler system shall include connection to a double check valve assembly. The work also includes fire hose cabinets and extinguishers, a manual preaction system consisting of a monitored air-changed preaction valve and piping with- manual override, provide air piping as required and valve supervisory switches. The Project is located in the County Civic Center, Martinez, California. The Construction Manager's initial estimated construction cost is $270,000. The work shall be done in accordance with the OFFICIAL PLANS AND SPECIFICATIONS prepared in reference thereto. A pre-bid conference will be held for all prospective bidders at 1236 Escobar Street, Martinez, California, at 11:00 AM on November 7, 1977. Any questions in regards to this Contract should be directed to Craig Braccia, Turner Construction Company, Telephone (415) 229-3610. Only bids submitted by Contractors licensed by the State of California will be considered. Each Proposal is to be in accordance with the Plans and Specifications on file at the Office of the Clerk of the Board of Supervisors, Room 103, County Administration Building, 651 Pine Street, Martinez, California. Microfilmed with board order A-7 �� IN THE BOARD OF SUPERVISORS 1 OF CONTRA COSTA COUNTY, STATE OF CALIFORNIA In the Matter of Approving Plans ) and Specifications for ) Detention Facility Sprinkler Contra Costa County Detention ) RESOLUTION NO..77/878 Facility Project, Martinez, CA Re: Project No. 5269-926-(49 ) WHEREAS Plans and Specifications for the Detention Facility Sprinkler, Contra Costa Detention Facility Project, Martinez. CA, Project No. 5269-926-(49), have been filed with the Board this day by the Public Works Director; and WHEREAS the Board CONCURS in the recommendation of the Public Works Director that the work is necessary for the construction of the Detention Facility; and WHEREAS the general prevailing rates of wages, which shall be the minimum rates paid on this project, have been approved by this Board; and WHEREAS the Planning Commission reviewed the Environmental Impact Report pertaining to this project on April 26, 1977, and found it to be adequate and found the project to be in compliance with the General Plan; and WHEREAS the Environmental Impact Report was approved by the Board on May 3, 1977: IT IS BY THE BOARD RESOLVED that said Plans and Specifications are hereby APPROVED. Bids for this work will be received on November 23- 1977 at 2:00 p.m. , and the Clerk of this Board is directed to Publish Notice to Contractors in the manner and for the time required by law, inviting bids for said work, said Notice to be Published in the MARTINEZ NEWS GAZETTE PASSED AND ADOPTED by the Board on October 25, 1977 Originator: Public Works Department Detention Facility Project cc: County Administrator County Auditor-Controller Public Works Director County Counsel RESOLUTION NO. 77/878 00085 NOTICE TO CONTRACTORS (Continued) to the successful bidder. The prevailing rate of per diem wages is on file with the Clerk of-the Board of Supervisors, and is incorporated herein by reference thereto, the same as if set forth in full herein. For any classification not included in the list, the minimum rate shall be the general prevailing rate for the County. The said Board reserves the right to reject any and all bids or any portion of any bid and/or waive any irregularity in any bid received. BY ORDER OF THE BOARD OF SUPERVISORS OF CONTRA COSTA COUNTY - J. R. OLSSON COUNTY-CLERK AND EX-OFFICIO CLERK OF THE BOARD OF SUPERVISORS CONTRA COSTA COUNTY, CALIFORNIA Deputy DATEn: OCT 2 5 1977 PUBLICATION BATES: A-6 410TICE TO CONTRACTORS (Continued) Each•bid shall be made on a proposal form to be obtained, at the Turner Construction Project Office located in a construction trailer at the corner of Pine and Mellus Streets, (103S Pine Street) Martinez, California. Bids are required for the entire work described herein, and neither partial bids nor contingent bids will be considered. A PROPOSAL GUARANTY IN THE AMOUNT OF TEN (10) PERCENT OF AMOUNT BIO = shall accompany the Proposal. The Proposal Guaranty may be in the form of a cashier's check, certified check or bidder's bond, made payable to the order of "The County of Contra Costa'. ` The above mentioned security shall be given as a guarantee that the bidder will enter into a contract if awarded the work, and will be forfeited by the bidder and retained by the County if the successful bidder refuses, neglects or fails to enter into said contract or to furnish the necessary bonds after being required to do so by the Board of Supervisors of the County of Contra Costa. Bid proposals shall be sealed and shall be submitted to the Public Works Department, 6th Floor, County Administration Building, 651 Pine Street, Martinez, California 94553, on or before the 23rd Day of November 1977 at 2;00 PM and will be opened in public and at the time due in the Chambers of the Board of Supervisors, Room 107,.Administration Building, Martinez, California, and there read and recorded. Any Bid Proposals received after that time specified in this notice will be.returned unopened. The successful bidder will be required to- furnish a Labor and Materials Bond in an amount equal to fifty percent of the Contract price and a Faithful Performance Bond in an amount equal to one hundred percent of the contract price, said bonds to be secured from a Surety Company authorized to do business in the State of California. Bidders are hereby notified that pursuant to Section 1773 of the Labor- Code of the State of California, or local law applicable thereto, the Director of Department'of Industrial Relations has ascertained the general prevailing rate of per died wages and rates for legal holidays. and overtime in the locality in which this work is to be performed for each type of workman or mechanic required to execute the contract which will be awarded -A-5 00W el NOTICE TO CONTRACTORS- CONTRA COSTA COUNTY PUBLIC WORKS DEPARTMENT MARTINEZ, CALIFORNIA CONTRA COSTA DETENTION FACILITY PROEJCT DETENTION FACILITY PLUMBING PROJECT NO. 5269-926-(48) Notice is hereby given by order of the Board of Supervisors of Contra Costa County, that the County Public Works Department will receive bids until 2:00 PM on November 23, 1977 for the furnishing of all labor, materials, equipment, transportation and services for: Detention Facility Plumbing which includes: All sanitary soil, waste and vent systems including connections to fixtures and termination of sanitary soi` lines. In addition all storm drainage piping, domestic cold water piping systems including con- rec£iun to i ixtur es, domestic bot tater piping systems including semi-instantaneous water heaters, pumps, accessories and connections to fixtures and equipment, natural gas piping system including con- nections, and rough-in for kitchen and laundry services. Contractor will provide all testing required by the Contract Documents. The project is located in the County Civic Center, Martinez, California. The Construction Manager's initial estimated construction cost is 51,382,000. The work shall be done in accordance with the OFFICIAL PLANS AND SPECIFICATIONS prepared in reference thereto. A pre-bid conference will be held for all prospective bidders at 1236 Escobar Street, Martinez, California, at 11:00 AM an November 7, 1977. Any questions in regards to this Contract should be directed to Craig Braccia, Turner Construction Company, Telephone (415) 229-3610. Only bids submitted by Contractors licensed by the State of California will be considered. Each Proposal is to be in accordance with the Plans and Specifications on file at the Office of the Clerk of the Board of Supervisors, Room 103, County Administration Building,651 Pine Street, Martinez, CaaiforniaA Microfilmed wi rd or IG A-4 .IN THE BOARD OF SUPERVISORS OF CONTRA COSTA COUNTY, STATE OF CALIFORNIA In the Flatter of Approving Plans } and Specifications for Detention Facility Plumbing Contra Costa County Detention } RESOLUTION NO. 77/877 Facility Project, Martinez, CA Re: Project No. 5269-926-(48 ) } WHEREAS Plans and Speci;ications for the Detention Facility Plumbing, Contra Costa Detention Facility Project, Martinez, CA, Project No. 5269-926-(48), have been filed with the Board this day by the Public Works Director; and WHEREAS the Board CONCURS in the recommendation of the Public Works Director that the work is necessary for the construction of the Detention Facility; and WHEREAS the general prevailing rates of wages, which shall be the minimum rates paid on this project, have been approved by this Board; and WHEREAS the Planning Commission reviewed the Environmental Impact Report pertaining to this project on April 26, 1977, and found it to be adequate and found the project to be in compliance with the General Plan; and WHEREAS the Envircrr.7ertal Ixpact Report was approved by the Board on May 3, 1977: IT IS BY THE BOARD RESOLVED that said Plans and Specifications are hereby ' APPROVED. Bids for this work will be received on November 23, 1977 at 2:00p.m. and the Clerk of this Board is directed to Publish Notice to Contractors in the manner and for the time required'by law, inviting.bids for said work, said Notice to be Published in the MARTINEZ NEWS GAZETTE PASSED AND ADOPTED by the Board on October 25, 1977 Originator: Public Works Department Detention Facility Project cc: County Administrator County Auditor-Controller Public Works Director County Counsel RESOLUTION NO. 77/877 NOTICE TO CONTRACTORS (Continued) to the successful bidder. The prevailing rate of per diem wages is on file with the Clerk of the Board of Supervisors, and is incorporated herein by reference thereto, the same as if set forth in full herein. For any classification not included in the list, the minimum rate shall be the general prevailing rate for the County. The said Board reserves the right to reject any and all bids or any portion of any bid and/or waive any irregularity in any bid received. BY ORDER OF THE BOARD OF SUPERVISORS OF CONTRA COSTA COUNTY J. R. OLSSON COUNTY CLERK AND EX-OFFICIO CLERK OF THE BOARD OF SUPERVISORS CONTRA COSTA COUNTY, CALIFORNIA By r 4 y (Deputy) mm: OCT 2 5 1977 PUBLICATION DATES: OWN y. A-3 {. k NOTICE TO CONTRACTORS (Continued) Each bid shall be made on a proposal form to be obtained at the Turner Construction Project Office located in a construction trailer at the corner of Pine and Mellus Streets, (1035 Pine Street) Martinez, California. Bids are required for the entire work described herein, and neither partial bids nor contingent bids will be considered. A PROPOSAL GUARANTY IN THE AMOUNT OF TEN (10) PERCENT OF AMOUNT BID shall accompany the Proposal. The Proposal Guaranty may be in the form of a cashier's check, certified check or bidder's bond, made payable to the order of 'The County of Contra Costa'. The above mentioned security shall be given as a guarantee that the bidder will enter into a contract if awarded the work, and will be forfeited by the bidder and retained by the County if the successful bidder refuses, neglects or fails to enter into-said contract or to furnish the necessary bonds after being required to do so by the Board of Supervisors of the-County of Contra Costa. Bid propoTals shall be sealed and shall be submitted to the Public Works Department, 6th Floor, County Administration Building, 651 Pine Street, Martircz, California 94553. on or before the . 23rd Day.of November 1977 at 2:00 PM and will be opened in public and at the time due in the Chambers of the Board of Supervisors, Room 107, Administration Building, Martinez, California, and there read and recorded. Any Bid Proposals received after that time specified in-this notice will be returned unopened. The successful bidder will be required to furnish a Labor and Materials Bond in an amount equal to fifty percent of the Contract price and a Faithful Performance Bond in an amount equal to one hundred percent of the contract price, said bonds to be secured from a Surety Company authorized to do business in the State of California. Bidders are hereby notified that pursuant to Section 1773 of the Labor Code of the State of California, or local law applicable thereto, the Director of Department of Industrial Relations has ascertained the general prevailing rate of per then wages and rates for legal holidays and overtime in the locality in which this work is to be performed for each type of workman or mechanic required to execute the contract which will be awarded /a7 A-2 NOTICE TO CONTRACTORS CONTRA COSTA COUNTY PUBLIC WORKS DEPARTMENT MARTINEZ, CALIFORNIA CONTRA COSTA DETENTION FACILITY PROJECT DETENTIOX-FACILITY MECHANICAL PROJECT NO. 5269-926-(47) Notice is hereby given by order of the Board of Supervisors of Contra Costa County, that the County Public Works Department will receive bids until 2:00 PM on November 23, 1977 for the furnishing of all labor, materials, equipment, transportation and services for: Detention Facility Mechanical which includes: All air handling systems, mechanical ventilation and exhaust systeWs, chiliae water piping system, heating hot water pip- ing systems, temperature control systems, low voltage wiring :rd connections. The Project is located .in the County Civic Center, Martinez, California. The Construction Manager's initial estimated construction cost is $1,680,000. The work shall be done in accordance with the OFFICIAL PLANS AND SPECIFICATIONS prepared in reference thereto. A pre-bid conference will be held for all prospective bidders at 1236 Escobar Street, Martinez, California, at 11:00 AM on Uovember 7, 1977. Any questions in regards to this Contract should be directed to Craig Braccia, Turner Construction Company, Telephone (415) 229-3610. Only bids submitted by Contractors licensed by the State of California will be considered. Each Proposal is to be in accordance with the Pians and Specifications on file at the Office of the Clerk of the Board of Supervisors, Room 103, County Administration Building, 651 Pine Street, Martinez, California: The Plans and Specifications may be examined at the Office of the Clerk of the Board of Supervisors. Plans and Specifications and proposal forms may be obtained by prospective bidders at the Turner Construction Project Office, at the corner of Pine and Meilus Streets, (1035 Pine Street) Martinez, California 94553, upon requestlV a Imed with Sw dews A-1 IN THE BOARD OF SUPERVISORS OF CONTRA COSTA COUNTY, STATE OF CALIFORNIA In the Platter of Approving Plans ) and Specifications for Detention Facility Ilechanical Contra Costa County Detention RESOLUTION NO. 77/876 Facility Project, Martinez, CA Re: Project No. 5269-926-(47 ) WHEREAS Plans and Specifications for the Detention Facility Mechanical, Contra Costa Detention Facility Project, Martinez, CA, Project No. 5269-926-(47), have been filed with the Board this day by the Public Works Director; and WHEREAS the Board CONCURS in the recommendation of the Public Works Director that the work is necessary for the construction of the Detention Facility; and WHEREAS the general prevailing rates of wages, which shall be the minimum rates paid on this project, have been approved by this Board; and WHEREAS the Planning Commission reviewed the Environmental Impact Report pertaining to this project on April 26, 1977, and found it to be adequate and found the project to be in compliance with the General Plan; and WHEREAS the Enviro.i.enzal Impact Report was approved by the Board on May 3, 1977: w IT IS BY THE BOARD RESOLVED that said Plans and Specifications are hereby • APPROVED. Bids for this work will be received on November 23. 1977 at 2:p0^_m. , and the Clerk of this Board is directed to Publish Notice to Contractors in the manner and for the time required by law, inviting bids for said work, said Notice to be Published in the MARTINEZ NEWS GAZETTE PASSED AND ADOPTED by the Board on October 25, 1977 Originator: Public Works Department Detention Facility Project cc: County Administrator County Auditor-Controller Public Works Director County Counsel RESOLUTION NO. 77/876 OW77 of the State Constitution. The exemptions were not allowed due to inability to timely submit the claims for machine processing. These corractions are to be entered on the unsecured tax roll. On Account No. 112020-0004, Parcel No. 122-050-009-2, Tax Rate Area 79066, Salvation Army should be allowed a welfare exemption for the Pit. Diablo TCI Site in the amount of $820. On Account No. 059740-0000, Parcel No. 426-291-011-2, Tax Rate Area 06021, Hilltots Nursery School should be allowed a welfare exemption in the a:sount of $077. On Account ?:o. 00289-7-3000, Parcel No. 173-141-010-4, Tax Rate Area 09000, Contra Costa County Heart Association should be allowed a welfare exemption in the amount of $1,025. The penalty of $408 applied by Hoard Resolution 77/731 on September 6, 1977, should be removed. FURTHER, it has been ascertained by the assessor that there has been a clerical error of the assesses in information furnished the assessor which caused the assessor to enter the assessment at a higher valuation than he would have entered on the roll had such application been correctly tiled. Pursuant to Section 4831.5 of the Revenue and Taxation Code, the following corrections should be entered on the roll. It has been determined that the properties would have qualified for an exemption pursuant to Article XIII, Section 4(b), of the Constitution; therefore, ninety percent (90%') of any tax or penalty or interest should be canceled pursuant to Section 270(a)(1) of the Revenue and Taxation Code; and, further, pursuant to Section 270(b) of the Revenue and Taxation Code, any tax or penalty or interest thereon exceeding two hundred and fifty dollars (,^,250) in total amount shall be canceled or refunded. The corrections are to be entered as stated below. The following corrections are to be entered on the unsecured tax roll: On Accc==z moo. 0676-1-3-0000, Parcel No. 067-010-002-3, Tax Rate Area 53038, junior nchievemenz of the Bay Area, Inc., should be allowed a welfare exemption in the amount of $252. On Account No. 027630-0000, Parcel No. 126-281-003-7, Tax Rate Area 02014, Contra Costa Campus Life, Inc., should be allowed a welfare exemption in the anount of $1,148o The following correction is to be entered on the secured tax roll: On Parcel -no. 166-081-050-6, Tax Rate Area 12036, Creative Play Canter, Inc., should be allowed a welfare exemption in the amount of $10,914- I hereby consent to the above ✓ changes d/or corrections: R. O. S TO?d, Assistant Assessor JOHN CLAUSJaY, un Counsel By OCT 2 51977 77Y Adopted by the Board on. - Page 2 0£ 2 RESOLUTION NO. 77/1,7S" Moro IN TIME BOA-RD OF SUPERVISORS OF CONTRA COSTA COUNTY, STATE OF CALIFORNIA in the Matter of Changes ) of the Assessment Roll ) of Contra Costa County ) R=SOLUTION No. 7 /g7S WHEERt,AS, the County Assessor having filed with this Board requests for correction of erroneous assessments, said requests saving been consented to by County Counsel; NOW, � �O.RE, BE IT RESOLYM) that the Counts Auditor is authorized to correct the following assessments for the fiscal years shown below. It has been ascertained from the assessment roll and from papers in the Assessorts Office what was intended and what should have been assessed; and, therefore, pursuant to Revenue and Taxation Code Section 4331, the following defects in description and/or foam and clerical errors of the Assessor on the roll should be corrected. Further, in accordance with Section k9f35(a) of the Revenue and Taxation Code, any uncollected delinquent penalty, cost, redemption penalty, interast, or redemption fee heretofore or hereafter attached due to such error should be canceled upon the showing that payment of the corrected or additional amount was made within 30 days from the date the correction is entered on the roll or abstract record as it was impossible to complete valid procedures initiated prior to the delinquency date. For the Fiscal Year 1976-77 On Parcel No. .425-220-037-5, Tau: Rate Area 85004, Church of the Nazarene of ' Sotri-:te, c/o Happy Stay Christian Pre-School, is eligible for a we--'ara ex—:ion in accordance with Article XIII, Section 4.(b), Of the State Constitution. Pursuant to amended findings fro= the State Board of Equalization, the amount of exemption should be increased. 7%erefore, the exemption of $19,890 now on the roll should be removed and an exemption of $2!1,750 should be allowed. For the Fiscal Year 1977-78 The following organizations have been found to be eligible for a welfare exemption in accordance with Article XIII, Section 4(b); 4& za�dK— R. 0. SEATO_ , Ass start Assessor t/10-12-77 Copp to: Assessor (Mrs. Rodgers) Assessor (Mrs. Giese) Auditor Tax Collector ?age 1 of 2 RESOLUTION NO. 7?`P7S 0005 KCH, THMT-- ORE, IT IS ORDERD that the request of the County Treasurer- Tax Collector is APPROVED. r..II:r.RD N. 7 FAL Treasurer-Tax Collector By: L` Deputy Tax Collector Adopted by the Board on_. OCT 2 5 1977 w cc: County Auditor County Tax Collector Page 2 of 2 IN THE BOARD OF SUPERVISORS OF CONTRA C3STA COUNTY, STATE OF CALIFORNIA In the Matter of Cancellation of Penalties ) on 197$-76 [unsecured Tax Roll and Discharge ) RESOUMON NO. 0f 7/,07 y of -Further Accountability for Collection of ) 1975-76 Tax. ) The Office of the County Treasurer-Tax Collector having received a remittance in the amount of 576.57 from H. Holden, Trustee in Bankruptcy, which represents payment of a first and final 29.7' dividend of a tax claim filed on the following: Fiscal Year 1975-76 Code 2010 Assesz:aent 2018 Jones, James D. Hutschler, Timothy P. 0. Box 567 Concord, California 91522 DBA: Consi r Chemical Pool Repair Supplies; Kachinery and Equipment; Office Furniture and Equipment; Tools, :bids, Dies and Jigs Assessed valuation - Personal Property $1,990 Tax, Tangible Property $257.211 6% Penalty 15.13 And the Treasurer-Tax Collector having requested that authorization be granted for cancellation of the 6% penalty and additional penalties as provided under provisions of the Bantisuptcy Act; and The Treasurer-'Tax Collector having further requested that he be dis- charzed from further for collection of the unpaid balance on 157:-76 Bili I'o. 2010/20Z8, thereby reducing the tax to 4,76.57, pursuant to Sections 2,923 and 2925, as anended, of theF.eve:me and Taxation Code, State of California; The Treasurer-Tax Collector having further certified that the above statements are true and correct to the best of his knwledge and belief. Page l of 2 Mia Ard the Treasurer-Tax Collector having requested that authorization be granted for cancellation of the 6% penalty and additional penalties as provided under provisions of the Bankruptcy Act; and Lhe Treasurer-Tax Collector having further requested that he be dis- charged from further accountability for collection of the unpaid balance on the above unsecured tax bills, thereby reducing the tax to $82.77, pursuant to Sections 2923 and 2925, as amended, of the Revenue and Taxation Code, State of California. The Treasurer-Tax Collector having further certified that the above state=ents are true and correct to the best of his knowledge and belief. NIM, T]MERaDRE, IT IS 01MEM that the request of the County Treasurer- Tax Collector is A.aPR)VED. Edxard W. Leal Treasurer-Tax Collector By: t �.c DeputyTax Uollector Adopted by the Board onO C T 2 51977_ cc: County Auditor County Tax Collector Page 2 of 2 IN THE BOARD OF SUPERVISORS OF CO TEA COSTA COUNTY, STATE OF CAL-IFORNIA In the Fatter of Cancellation of Penalties ) On Unsecured Tax Roll and Discharge of ) RESOLUTION NO. '] 7/4073 Further Accountability for Collection of ) Tax ) The Office of the County Treasurer-Tax Collector having received a remittance in the account of $62.77 from Paul de 13ruce Wolff, Trustee - U. S. District Court, ult-ch represents payment of a tax claim filed on the following: Fiscal Year 1973-74 Fiscal Year 1974-75 Code 11017 Assessment 32 Code 11017 Assessment 19 Dorris, Donnie Norris, Donnie 2328 Lover Street 2328 Dover Street San Pablo, CS 9006 San Pablo, CA 94806 Boat CF1303M Boat CF1303EE Assessed valuation - Assessed Valuation - Personal Property X350 Personal Property $320:: Tax, Tarc;ihle Property -51.05 Tax, Tangible Property $1;6.13 6% Penalty 3.06 6p Penalty 2.76 Fiscal Year 1975-76 Fiscal Year 1976-77 Code 11017 Assessment 16 Code 11017 Assessment 18 ?:orris, Donnie Norris, Donnie 2328 Dover Street 2328 Dover Street San Pablo, CA 94806 San Pablo, CA 94806 Poat CF1303KE Boat CF1303EE Assessed Valuation - Assessed Valuation - Personal Property y29Q__ Personal Property $270:., Tax, Ta t-ible Property 442.57 Tax, Tangible Property .$37.16 6% Penalty 2.49 6% Penalty 2.2!s Fiscal Year 1977-78 Account Igo. CE1303 EE Norris, Donnie 2947 Devon Way San P blo, CA 91:806 -oat CF1333y Assessed Valuation - Personal Property $260 Tax, :'antible Pro;.erty IM-52 6; Fcnalty 2.07 Page 1 of 2 W071 Parcel dumber Tax Rate Area Allow Assessee 3 0-231-017-1 76049 .1400 Realy, May I. 414-095-005-8 08024. 1400 *test, James D. & *Norma D. 510-021-030-0 03000 1400 Hoa, Peter 0. & Paye J. 538-012-004-7 08001 11000 Atchison village Mtual Homes c/o Brasier, Robert L. & Mary A. 544-022-001-9 08001 $1400 dynecoPf, Sallie B. I hereby consent to the above changes and/or corrections: R. 0. S A20H, Assistant Assessor JOFflT CLAUS , Count Counsel tY Adopted by the Board on OCT 251977 Page 3 of 3, R-E-SOLUTLIOU 110. 7718 7 :z w1%o The following assessees are eligible for the homeowner's exemption pursuant to Section 255.1 of the Revenue and Taxation Code. additional information required for approval of the claims has been provided. Parcel Nunber Tax Rate Area Allow Assesses 110- 33-C 3-9 02002 §1 50 Phillips, Gayle A. & Kathryn J. c/o Mary Ellen Hankins 128-251-007-0 02002 1750 Anderson, Fred E. & Elizabeth M. 187-232-027-8 66061 1750 Stubbs, Stanley A. & Ellen C. 1394460-056-6 090108 11750 Sutter, William P. at al, Tre c/o Caroline Encell Lowrey, Trr 218-213-001-9 66093 $1750 Johnson, Charles D. Johnson, Loreto S. The following assessees were erroneously not mailed home- owner's exemption claim forms. As the Assessor did not conform to Section 255.3 of the Revenue and Taxation Code, the exemptions should be allowed. Parcel Number Tax Rate Area Allow Assesses 009-451-059-1 60019 T1_7705 Thoresen, Edmund R. & Carole J. 034-080-031-7 82050 750 Betz, Charles E. & Vickie J. 133-191-012-3 02002E750 750 Boles, Carl G. 16th-380-037-6 05010 Wellman, Bradley D. & Donna N. The following assessees are eligible for a continuous homeowner's exemption pursuant to Section 253.5 of the Revenue and Taxation Code. An alteration in the title of the properties during the previous fiscal year prevented the exemptions from being allowed automatically. Parcel Number Tax Bate Area Allow Assesses 256-262-013-0 1500 X17 Leszczynski, Josaph A. 376-102-003-5 76006 $1750 Spina, Eulalie Pursuant. to Revenue and Taxation Code Section 275(c), claimants for the 'h eowner's exemption who filed a claim subsequent to April 15, 1977, and whom the Assessor has ascertained to be eligible should be allowed the lesser of $1,400 or $0 percent of the assessed value of the property, as stated below. Pax-cal Number Tax Rate Area Allow Assesses 033-02760b-.-j d2052 S1400 De Hart, RobertJ. Betty J. 105-071-011-8 02002 1400 Morris, Robert E. & Frances L. 112-056-013-9 02002 $ 400 Arndt, Byron C. & Colleen P. 114-250-026-1 02002 $1400 Furry, Calvin Lee & Dollie M. 144-170-049-7 79030 y'P1400 Montgomery, Mildred H. 161-173-021-7 76051 y1400 He Cullough, Stuart J. & Maria T. 188-430-012-8 98002 $11,,00 Smoot, Joe 3. & June P. 189-150-004-1 09000 $1400 First Walnut Creak Mutual C/o Dalton, Kenneth W. & Marguerite 216-235-001-7 66009 $1400 Zarnshaw, David G. & Lillian C. 218-340-080-9 66093 $1400 Carey, Charles W. & Lucy A. 237-252-013-6 14002 $1400 Wade, Hobert G. Jr. & Shirley X. "d� R. 0. SZ-ATOM, Assistant Assessor Page 2 of 3 R3SOr-bTT-Obi H0-7'71872 W169 I I11 THE BOAM 0= SUPERVISORS OF COw^3ti COST. COU:.TY, STAM 0-7 CALIFORNIA In the ;:atter of Chanes ) of the Assessment Roll ) of Contra Costa County ) R SOLUTIO.i K0. 7 7/8, 7Z W1=—&S, the County Assessor having piled with this Board reouests for corrections of erroneous assessments, said requests having been consented to by County Counssl; NOW, TIERFrFO.RE, BE IT RESOLVED that the County Auditor is authorized to correct the following assessments For the Fiscal Year 1977-78 It has been ascertained from the assessment roll and from papers in the Assessor's Office what was intended and what should have been assessed; and, therefore, pursuant to Revenue and Taxation Code Section 1~831, the following defects in description and/or form and clerical errors of the rssessor on the roll should be corrected. Further, in accordance with Section k985(a) of the Revenue and Taxation Code, any uncollected delinquent penalty, cost, redemption penalty, interest, or redemption fee heretofore or hereafter attached due to such error should be canceled upon the showing that payment of the corrected or additional amount was made within 30 days from the date the correction is entered on the roll or abstract record as it was impossible to complete valid procedures initiated prior to the delinquency date. For the 1975-76 fiscal year, on Parcel No. 218-251-002-0, Tax Rate Area 66086, Donald E. be Charlot A. Bailey were denied the homeowner's axa-::_= Yu=s:::n= to i--'ermation received from the Franchise Tax Board, and an azeape assessment was entered on the unsecured tax roll on Account No. 006901-EOOO in the amount of $1,750 with a penalty of $437.50 by Board Resolution do. 77/542 on June 28, 1977. It has now • been determined from additional information received from the assesses that the property was eligible for the exemption. Therefore, the soaps assessment, penalty, and interest applied by Board Resolution No. 77/542. should be canceled in accordance with Section 255.1 of the Revenue and Taxation Code. R. 0. &:ATO-N, Assistant assessor t/10-7-77 Copy to: Assessor (Mrs. Rodgers) Assessor Mrs. Giese) Auditor Tax Collector Page 1 of 3 RESOLUTION NO. 7 MA& i iJ IN THE BOARD OF SUPERVISORS OF CONTRA COSTA COUNTY, STATE OF CALIFORNIA In the Matter of Changes ) of the Assessment Roll RESOLUTION NO. 7 ? 0 7/ of Contra Costa County ) WHEREAS, the County Assessor having filed with this Board requests for correction of erroneous assessments, said requests having been consented to by the County Counsel; NOW, THEREFORE, BE IT RESOLVED that the County Auditor is authorized to correct the following assessments: For the Fiscal Year 1977-78 It has been ascertained from the assessment roll and from papers in the Assessor's Office what was intended and what should have been assessed; and, therefore, pursuant to Section 4831 of the Revenue and Taxation Code, the following defects in description and/or form and clerical errors of the assessor on the roll should be corrected; and, FURTHER, in accordance with Section 4985(a) of the Revenue and Taxation Code, any uncollected delinquent penalty, cost, redemption penalty, interest, or redemption fee, heretofore or hereafter attached due to such error should be canceled if it is impossible to complete valid procedures initiated prior to delinquency date, upon the showing that payment of the corrected or additional amount was made within 30 days from the date correction is entered on the roll or abstract record. For the fiscal years 1973-74 through 1977-78, in Tax Rate Area 05084, P-==---! No. 5513-236-006-5, has been erroneously assessed to Benjamin holler, due to clerical error in the manner of sequence in which documents trausferring title were processed by the Assessor. Therefore, for the fiscal years 1973-74 through 1975-76 said parcel should be corrected to show the assessee as Douglas H. F Barbara A. Ratliff, who acquired title by document recorded on September 21, 1972, in Book 6756, Page 657, of the Official Records of Contra Costa County. Further, for the fiscal years 1976-77 and 1977-78, by subsequent document recorded on December 26, 1975, in Book 7722, Page 702, of the Official Records of Contra Costa County, the assessee should be corrected as follows: Barbara A. Ratliff, 5031 State Avenue, Richmond, California. Further, for the fiscal year 1977-78, it has been determined that this property qualifies for the Homeowner's Property Tax Exemption and pursuant to Section 275 of the Revenue and Taxation Cade the exemption in the amount of $1,400 assessed value should be allowed on said parcel, making a net taxable assessed value of $10,225. Taxes should be cancelled on the amount of the exemption. I hereby consent to the above 49Z "—1 changes and/or corrections: R. 0. SEkTON JOHN B LAUSEN, County Counsel Assistant Assessor t1014/77 9 5 1977 Ado teed by the Board on..0 T " By Copies to: Assessor (Kettle) y Auditor Tax Collector Page 1 of 1 RESOLUTION NO. 77/6'71 00067 IN THE BOARD OF SUPERVISORS OF CONTRA COSTA COUNTY, STATE OF CALIFORNIA In the Matter of Changes ) of the Assessment Roll ) RESOLUTION NO. 7 7/x'7 O of Contra Costa County ) WHEREAS, the County Assessor having filed with this Board requests for correction of erroneous assessments, said requests having been consented to by the County Counsel; NOW, THEREFORE, BE IT RESOLVED that the County Auditor is authorized to correct the following assessments: For the Fiscal Year 1977-78 It has been ascertained from the assessment roll and from papers in the Assessor's Office what was intended and what should have been assessed; and, therefore, pursuant to Section 4831 of the Revenue and Taxation Code, the following defects in description and/or form and clerical errors of the assessor on the roll should be corrected; and, FURTHER, property escaping assessment due to such error should be enrolled as escaped assessment pursuant to Section 531 of the Revenue and Taxation Code. In Tax Rate Area 79005, Parcel No. 098-020-006-7, assessed to F. E. Crites Inc. , has erroneously not been assessed with Improvement value and Personal Property value due to Assessor's error in miscoding property statement with incorrect parcel number. Therefore, th_s assessment should be corrected to enroll the following as es--ape assz_sment: Assesse4 Value Type of Property Amount c. Escape &T Section Improvements $10,670 4831; 531 Personal Property 10,765 4831; 531 Assessee has been notified. In Tax Rate Area 02002, Parcel No. 113-181-015-0, assessed to Karel 6 Eliska Newman, has erroneously not been enrolled with Personal Property value due to error in not enrolling assessment as indicated by the Assessor's direct billing process. Therefore, this assessment should be corrected to enroll the following as escape assessment: Assessed Value Type of Property Amount of Escape RFT Section Personal Property $3,760 4831; 531 Assessee has been notified. I hereby consent to the above changes and/or corrections: R. 0. S M ON JOLAUSEN, County Counsel Assistant Assessor t10/4/77 OCT 9 5 7477 ._ Adopted S%,they Boord on— - BYE' x ,< Copies to: Assessor (Kettle) e y Auditor / Tax Collector Page 2 of 1 RESOLUTION N0.'`f 7/oP7O f WWI; In Tax Rate Area 12075, Parcel No. 152-201-013-9, has been erroneously assessed -to Dean W. Allen, due to clerical error in overlooking document transferring title. Therefore, this assessment should be corrected to show the assessee as Daniel S. Jackson, S10 Wilbur Drive, Pleasant Hill, California, who acquired title by document recorded on January 4, 1977, in Book 8151, Page 759, of the Official Records of Contra Costa County. I hereby consent to the above changes d/or corrections: R. 0. SEATON JOHN CLAUSEN, un ounsel Assistant Assessor t10/4/77 ;/, B ty Adopted by the&mrd OCT 2 5 Asn Page 2 of 2 RESOLUTION NO. 7�Jf d y IN THE BOARD OF SUPERVISORS OF CONTRA COSTA COUNTY, STATE OF CALIFORNIA In the Matter of Changes ). of the Assessment Roll ) RESOLUTION NO.7 7/8 of Contra Costa County ) 1 WHEREAS, the County Assessor having filed with this Board requests for correction of erroneous assessments, said requests having been consented to by the County Counsel; NOW, THEREFORE, BE IT RESOLVED that the County Auditor is authorized to correct the following assessments: For the Fiscal Year 1977-78 It has been ascertained from the assessment roll and from papers in the Assessor's Office what was intended and what should have been assessed; and, therefore, pursuant to Section 4831 of the Revenue and Taxation Code, the following defects in description and/or form and clerical errors of the assessor on the roll should be corrected as indicated below. In Tax Rate Area 02002, Parcel No. 113-234-004-1, assessed to James W. Jr. 6 Margaret Hassing, has been erroneously assessed with Personal Property value of $5,465, inasmuch as a portion of property represented by said assessment had been sold prior to the lien date. Therefore, this assessment should be corrected as follows: Land $6,750 (no change); Improvements $9,500 (no change) ; Personal Property $3,925; Penalty for late filing of $546, which was applied to said parcel by Board Resolution No. 77/702, passed on August 23, 1977; making a total assessed value of $20,721. In Tax Rate Area 02002, the following parcels have been • erroneously assessed to Security Pacific National Bank, due to clerical error in overlooking document transferring title. There- fore, these assessments should be corrected to show the assessee as Glen, $ Brenda Begor and Billy J. & Virginia Bundy, c/o All- American Realty, Inc., 3143 Clayton Road, Concord, California, who acquired title by document recorded on January 12, 1977, in Book 8161, Page 404, of the Official Records of Contra Costa County: - Parcel Number Parcel Number - - -44 3- 13- 134-442-008-6 134-455-027-0 134-442-009-4 134-455-029-6 134-442-010-2 134-455-030-4 134-443-010-1 134-455-032-0 134-443-011-9 134-455-033-8 134-443-012-7 134-4SS-03S-3 R. 0.-SATON _ Assistant Assessor Copies to: Assessor (Kettle) Auditor Tax Collector Page 1 of 2 RESOLUTION NO. 7 7/86 9 W164 Cn Account „•CFU3U3CD77, the following corrections should be rade. The assessee's na^s is Charles Baker Booth and tine correct full value is SoUO. Due to incomplete information and instructions in processing acccunts, incomplete computer' aroma sms or failure of such programs in the Bus;nays/-ersonasty Subsysteca being put into effect this year errors and rejections resulted an the following accounts and should be corrected as indicated below. Correa t Account t:o. sssessae 'N-,ll Value 5. ._ Donald L. Eargrove Cr^5U82:K =lmer J. ?reethy - 2,300 CF52 07-w Suzanne S. Kennedy 19,700 Cr^5;e$5F7 Gary Lee Dew 3,600 Cc5?c5r21 David Elmendorf 19,700 C?52ylyd Steve Lueddake/Donald Moss. 19,700 C?6017FV David A. St. John 1,980 CF6914FL Charles R. Viarra 8,100 CP5931PP Joseph Shelfo 3,640 C:5963ry Hick Campton 7,370 CF76-46CG Manuel Silveira/G. Zulmira 540 CF9159 A Anthony J. Hacaluso 12,C00 CF?.)+8'ss Joseph J. Cuneo _ 1,000 4370V Jack R. Smithers 19,200 5277L John H. Spooner 12,000 The following boats ware erroneously entered in the wrong Tax Rate Area; therefore, an adjustmenc should be made to correct each of these asseasments. Correct Tax Account No. Asseasee Rate Area CPU 3� Kenneth L. Dyer 5AO02 CF2619� Ray Mecca 5010 Cr30553? Dallas L. Hughes 05001 CF7869-rX Zahn. R. Fiielsen 550$5 Since the following essesseas Qualify tinder the Soldiers' and Sailors' Civil _nal_df %Ct, these assessments should be corrected to zero valle. Saction 514(50 Appendix USCA 574) Account No. Assessee Account T_,og C_1706Fa Donald R. Case- Boat CF2919 'Z Jerome Adams The foloc:ing boats ware destroyed i^ior to the lien date and these accounts should therefore be corrected to zero value. C-3�S5=.0 Colleen ii. Eacus CF36COBF Steve Robertson tt C^o5$tN:,A Jimmie Edward Swendig a Z hereby consent to the above changes nd/or corrections. Assistant Assessor JOEM mausmr C Counsel tlO/17/77 • Dep Adopted by the Boord on.. OCT ? 5 (sIz Page 3 of 3 0(�3 • Account Ko. Assessee Account Tpoe CF1313C? N. a. Wanar boost CF1654FL Maurice V. Burke CF^3051x^? Cary W. Stedman CF3354FH James C. Wristen CF3865-v 24arc D. Weathers/:Janice :feathers " CF11111-PAa Comilla Bratenahl " C%-47242-F R. D. Herman `e C"r14915CJ Ronald A. Maus CF55221--7 John Lawrence " CF6046FP William J. Bommer " CF69175% Welk E. Hansgen CF7277FT Hugh T. Campbell u CF7517FT77 Philip Bawdy CF?568EV Leland Crawforth/yeith Nelson CF78'(SCR William H. Doheny " CF8�41EM G. Bonfield CF8687ER James A. Trent CF8852CU Richard Bruce Stringer n CF8974F'Z Wayne J. Crabtree n CF9302AE Robert E. Wilson CF9736FD Gordon C. wheeler " CF9906FV X. J. O'Connor 22682 Stanley K. Yoder " 4019X John C. Barker a 19223 Jamas R. Causey tr 5678P Raymand J. Slupe 62393 Curtis H. Rocca a 74,301 Fred W. Egli 74360 Donald L. Sheppard 672 .7 Fred Garrity Since the following boats and aircraft were not owned by tha assessees on the lien date, these assessmanz3 should be corrected to zero value. 285-785 :tic:a d F. Pendleton Boat CF0059AH Richard A. Save:-Me CF0552FE Douglas Allen Pink a CF07t32?? Raphael A. Stewart " C?1? 5 r. Jack E. Colgan " CFAIIO Curt J. Cooper CF3301EM James B. Voyles CP3400CD Jack L. aestogg CF3590AD H. R. Matz, II a CF4121.�CL David S. Jondro Is CF4913= William E. Flores Cc5520r' Rafat A. Shahid CF5721 R. Harold N. fiuntsinger CF5793EB Johnny L. Champ " CF6233CH James F. Trainor CF621� AI4 Vernon T. Anderson CF699OAK Frank J. Hiller CF7715AH Rudy W. Vessel " CF95733i Joseph M. Donaldson a CF9686PL Philip Rorer " CF9920ZC77 Clarence C. Angel n 04153 Joseph B. Smith, Jr. Aircraft 9443H Pacific States Aviation, Inc. tr 9495/? Richard A. White Assistant Assessor ?age 2 of 3 R !N T,». BOARD OF SUeZRVISCRS OF C,I;T LA COSTA COUNTY, SPATE O? CALIFORNIA In the Matter of Changes } RISS. O-LuTIO'N PTO. T718'6? o; the Assessment Roll ) of Contra Cosa Counts ) ) W3 RE3S, the County :assessor having filed with this Board reauests for correction of erroneous assessments, said requests having been consented to by the County Counsel; IiC:7, TIFI.-;.r .^GRE, BE IT RESOLVED the- the County Auditor is authorized to correct the following assessmenue: For the Fiscal Year 1977-78 It has been ascertained from the assessment roll and from papers in the Assessor's Office What was intended and Khat should have been assessed; and, therefore, pursuant to Section 4831 of the California Revenue and Taxation Coods, the following defects in description and/or form and clerical errors of the assessor on the roll should be corrected; FIIRTHER, in accordance with Section 4955(x) (2) the County Auditor should be directed to cancel all or any portion of any tax, penalty or costs on that portion in error as if it has been levied erroneously; and, if paid, a refund on that portion should be made pursuant to Section 5u96 of the Revenue and Taxation Code; 10D FURTHER, in accordance with Section 4985(a) of the Revenue and Taxation Code, any uncollected delinquent penalty, cost, redemption penalty, interest, or redemption fee heretofore or hereafter attached due to such error should be canceled upon the showing that payment of the corrected or additional amount was made within 30 days from the date the correction is entered on the roll or abstract recd- as it »ss fmpossible to complete valid procedures initiated prior za the delinquency date. The situs of aach of these boats and aircraft has been • determined to be another county; therefore, the following assessments should be corrected to zero value. Account No. Assessee Account Type C '0027MI Irwin W. Boxer Boat C- 045FW Xay E. ParamoraPlirgil C. Paramore Ct'0101AJ W. A. Steenberg CF03023--Pi Egon Hoyer CF0378?aJ Douglas Hamilton Watson CF1621FB?7 Jim Xoregelos C-22I;8FH Bradley C. Nolokides C?2965FZ H. S. Lowenthal n CF3066AD James Gianos 494-0u�� R. u. SEA Oa Assistant Assessor Copies to: Assessor (Mrs. Giese) Auditor Tax Collector RESOLUTION NO- 77/Y6 SO ?age 1 of 3 00(!61 i incorrect value of $62,770 to the correct value of $620490. Further, as the assessee qualifies for an exemption in accordance with Article' XIII, Section 3(d), of the State Constitution, the exemption should be allowed in the amount of $62A90. —tb:9 business inventory exemption of $65;2 now on the roll should be removed. I hereby consent to the above changes and/or corrections: . aEATOX, Assistant Assessor JOHN �CLA-U EN, County Counsel D y Adopteday the Board on QS_T_;5 1977 Page 2 of 2 RAS WTIO*.f -NO.77/867 NY160 f IN THE BOARD OF SUPERVISORS OF CONTRA COSTA COUNTY, STATE OF CALIFORNIA In the Matter of Changes ) of the Assessment Roll } of Contra Costa County ) RESOLUTION NO. 77/ R67 ) WEEREAS, the County Assessor having filed with this Board requests for correction of erroneous assessments, said requests having been consented to by County Counsel; NOW, THEREFORE, BE IT RESOLVED that the County Auditor is authorized to correct the following assessments for the fiscal years indicated below. It has been ascertained by the Assessor that there has been a clerical error of the assessee in information furnished the Assessor which caused the Assessor to enter the assessment at a higher valuation than he would have entered on the roll had such application been correctly filed. Pursuant to Section 4831.5 of the Revenue and Taxation Code, the following corrections should be entered on the roll. For the Fiscal Year 1976-77 On Parcel No. 173-131-045-2, Tax Rate Area 09000, Bill No. 4413, Volunteer Bureau of Contra Costa County, Inc., would have qualified for an exemption pursuant to Article XIII, Section 4(b), of the Constitu- tion. Ninety percent (90%) of any tax or penalty or interest should be- canceled pursuant to Section 270(a)(1) of the Revenue and Taxation Code, and, pursuant to Section 270(b) of the Revenue and Taxation Code, any tax or penalty or interest thereon exceeding two hundred and fifty dollars ($250) in total amount shall-be canceled or refunded. The examotion should be a?lowed on the unsecured roll in the amount of $1,004. For the Fiscal Year 1977-78 , On Account No. 065970-0001, Parcel No. 260-191-003-3, Tax Rate Area 8302!{., John F. Kennedy University was assessed incorrectly on the unsecured roll due to a clerical error of the assessee on the property statement furniahed to the assessor. Therefore, the assessed value of the personal property on the unsecured roll should be changed from the R. 0. SEATON, Assistant Assessor t/9-21-77 Copy to: Assessor (Mss. Rodgers) Assessor (Mrs. Giese) Auditor Tax Collector Page 1 of 2 RZ-3oWrION No. 77/6067_ OWN .J IN THE BOARD OF SUPERVISORS OF CONTRA COSTA COUNTY, STATE OF CALIFORNIA In the Matter of Changes ) of the Assessment Roll ) RESOLUTION NO. 77 866- of Contra Costa County ) WHEREAS, the County Assessor having filed with this Board requests for correction of erroneous assessments, said requests having been consented to by the County Counsel; NOW, THEREFORE, BE IT RESOLVED that the County Auditor is authorized to correct the following assessments: For the Fiscal Year 1977-78 It has been ascertained from the assessment roll and from papers in the Assessor's Office what was intended and what should have been assessed; and, therefore, pursuant to Section 4831 of the Revenue and Taxation Code, the following defects in description and/or form and clerical errors of the assessor on the roll should be corrected; and, FURTHER, in accordance with Section 4986(a) (2) the County Auditor should be directed to cancel all or any portion of any tax, penalty, or costs on that portion in error as if it has been levied erroneously; and, FURTHER, in accordance with Section 498S(a) of the Revenue and Taxation Code, any uncollected delinquent penalty, cost, redemption penalty, interest, or redemption fee, heretofore or hereafter attached due to such error should be canceled if it is impossible to complete valid procedures initiated prior to delinquency date, upon the showing that payment of the corrected or additional a=cunt was made within 30 days from the date correction is entered on the roll or abstract record. In Tax Rate Area OSO43, Parcel No. 1S9-320-006-4, assessed ` to Stauffer Chemical Company, has been erroneously assessed with Improvement value of $6,643,565 and Personal Property value of $199,120, due to error in computation of assessment. Therefore, this assessment should be corrected as follows: Land $223,240 (no change) ; Improvements $3,794,920; Personal Property $216,145; less the existing Business Inventory Exemption of $78,622 (no change); making a net taxable assessed value of $4,155,683. I hereby consent to the above changes and/or corrections: R. 0. SEATON JOHN CLAUSEN, County Counsel Assistant Assessor t10/4/77 OCT 2 51977 r Adopted by the Board on._..... c°'• ty Copies to: Assessor (Kettle) Auditor Tax Collector RESOLUTION NO. 77/8Page 1 of I60 mom For the Fiscal Years: 1975-76, 1976-77, 1977-78 Parcel Number: 373-061-029-6 Tax Rate Area: 05001 Assessee: City of Martinez Property Description: Homestead Tract Por Lot 1 Blk G 6 Tr Adj 1975-76 1976-77 1977-78 Assessed Value: Land - 93U— $950 Tr-.66T Total TM Wsu TFIW No taxes are due on Parcel 373-061-029-6 inasmuch as said parcel is nontaxable. For the Fiscal Years: 197S-76, 1976-77, 1977-78 Parcel Number: 373-061-030-4 Tax Rate Area: 05001 Assessee: Kaufenberg, Victor A. $ Clara V. 241 Brown Street Martinez, CA 94553 Deed Reference: 569S/OSS2 - August 23, 1968 Property Description: Homestead Trac: Por Lot I Blk G $ Tr Adj 197S-76 1976-77 1977-78 Assessed Value: Land -S'Ibff— X125 Total $Tbu S-M TM Assessees have been notified. I hereby consent to the above RAv00! 04-11 changes and/or corrections: "-e�. A JOHN CLAUSEN u Counsel Assistant Assessor _r t9/2S/77 y Adopted by the Board�_ OCT 2 51977 - Page 2 of 2 RESOLUTION NO. 77/86 5— WG7 IN THE BOARD OF SUPERVISORS OF CONTRA COSTA COUNTY, STATE OF CALIFORNIA In the Matter of Changes ) of the Assessment Roll ) RESOLUTION NO. 7 7/86 7 of Contra Costa County ) WHEREAS, the County Assessor having filed with this Board requests for correction of erroneous assessments, said requests having been consented to by the County Counsel; NOW, THEREFORE, BE IT RESOLVED that the County Auditor is authorized to correct the following assessments: For the Fiscal Year 1977-78 It has been ascertained from the assessment roll and from papers in the Assessor's Office what was intended and what should have been assessed; and, therefore, pursuant to Section 4831 of the Revenue and Taxation Code, the following defects in description and/or form and clerical errors of the assessor on the roll should be corrected; and, FURTHER, property escaping assessment due to such error should be enrolled as escaped assessment pursuant to Section S31 of the Revenue and Taxation Code; and, FURTHER, in accordance with Section 4986(x)(2) the County Auditor should be directed to cancel all or any portion of any tax, penalty, or costs on that portion in error as if it has been levied erroneously; and, FURTHER, in accordance with Section 498S(a) of the Revenue and Taxation Code,_ any uncollected delinquent penalty, cost, redemption penalty, interest, or redemption fee, heretofore or hereafter attached due -ca such error should be canceled if it- is impossible to complete a:id proced::res initiated prior to delinquency date, upon the showing that payment of the corrected or additional amount was made within 30 days from the date correction is entered on the roll or abstract record. In Tax Rate Area 05001, Parcel No. 373-061-028-8, (formerly Parcel 373-061-008-0 for the fiscal years 1975-76 and 1976-77), assessed to the City of Martinez, has been erroneously enrolled as a separate parcel on the assessment roll. By document recorded on August 23, 1968, in Book S695, Page SS2, of the Official Records of Contra Costa County, a portion of said parcel should have been transferred to Victor A. f Clara V. Kaufenberg, and the remainder of the parcel should have stayed in the name of the City of Martinez. However, due to error in overlooking document transferring title, the entire parcel was left in the name of the City of Martinez,' as non- taxable property. Therefore, in order to correct this error, Parcel No. 373-061-028-8 should be deleted from the assessment roll and the following parcels should be enrolled: R. 0. SEATON Assistant assessor Copies to: Assessor (Kettle) Auditor Tax Collector Page 1 of 2 RESOLUTION N0.7�86cS' MOS In Tax Rate Area 76037, Parcel No. 378-140-009-2, assessed to Shell Oil Company, has been erroneously assessed with incomplete Improvement value due to Assessor's error in not enrolling value for machinery and equipment. Therefore, this assessment should be corrected as follows: Corrected Amount Type of Property Assessed Value of Change R&T Sections Real Improvements $ 795 No Change PSImprovements 2,510 +SZ S10 4831; 531 Total Improvements $3,305 T$2,510 Assessee has been notified. In Tax Rate Area 08051, Parcel No. 405-310-004-8, assessed to Chevron USA Inc., has been erroneously assessed with incomplete Improvement value due to Assessor's error in not posting improve- ment value for structures to the assessment roll, which resulted in an escape assessment of that portion. Therefore, this assess- ment should be corrected as follows: Corrected Amount Type of Property Assessed Value of Change R&T Sections Real Improvements $26,650 +$26,650 4831; 531 PSImprovements 1,685 No C�hanle Total Improvements 52`8,335 +-SZ6,650 Assessee has been notified. -�_ I hereby consent to the above changes nd/or corrections: R. 03. SEAT9N ✓` JOH:Y CLAUSEN, oun Counsel Assistant Assessor t10/17/77 Adopted by the Board on-19L-9.CT 2 519,E B uty Copies to: Assessor (Kettle) Auditor Tax Collector Page 3 of 3 RESOLUTION NO. 77/A6 L f In Tax Rate Area 86006, Parcel No. 073-220-027-4, assessed to Dow Chemical Company, has been assessed with incorrect Improve- ment value and Personal Property value due to error in not sub- mitting final values for posting to the assessment roll. Therefore, this assessment should be corrected as Follows: Corrected Amount TXpe of Property Assessed Value of Change R&T Sections Real Improvements $ 4,826,365 +$866,100 4831 PSImprovements 20,612,125 _ 70,320 4831 Total Improvements S2,458, + 'I93; 0 Personal Property $ 4,307,115 +$ 70,320 4831 Assessee has been notified. In Tax Rate Area 66085, Parcel No. 210-520-004-8, assessed to Eastman Kodak Company, has been assessed with incorrect value for Improvements, Personal Property and Business Inventory Exemption due to Assessor's error in computation of assessment. Therefore, this assessment should be corrected as follows: Corrected Amount Type of Property Assessed Value of Change R&T Sections Real Improvements $1,685,625 +$ 2,500 4831 PSImprovements S9,085 + 51,670 4831 Total Improvements 5i,,744,71U +fS4,170 Personal Property $1,845,790 -$ S,S60 4831 Business Inv. Ex. $ 859,240 $23,055 4831; 219 Assessee has been notified. In Tax Ratc Area 62006, Parcel No. 354-112-008-9; assessed to California 14 Hawaiian Sugar Co., has been assessed with incorrect values for Land. Improvements, and Public Library Exemption, due to Assessor's error in posting incorrect values to the assessment roll. Therefore, this assessment should be corrected as follows: Corrected- Amount Type of Property Assessed Value of Change R&T Sections Lard $21,995 +$21,185 4831 Real Improvements $25,355 +$24,105 4831 PSImprovements 1,4901 No Change Total Improvements 526,845 ++STT �5 Public Library Ex. $ 2,665 $ 60S 4831 Assessee has been notified. 0. r' Assistant Assessor Page 2 of 3 RESOLUTION NO_ 7 7/S sr oon51 r IN THE BOARD OF SUPERVISORS OF CONTRA COSTA COUNTY, STATE OF CALIFORNIA In the Matter of Changes ) of the Assessment Roll ) RESOLUTION N0.`7 7/86 of Contra Costa County ) WHEREAS, the County Assessor having filed with this Board requests for correction of erroneous assessments, said requests having been consented to by the County Counsel; NOW, THEREFORE, BE IT RESOLVED that the County Auditor is authorized to correct the following assessments: For the Fiscal Year 1477-78 It has been ascertained from the assessment roll and from papers in the Assessor's Office what was intended and what should have been assessed; and, therefore, pursuant to Section 4831 of the Revenue and Taxation Code, the following defects in description and/or form and clerical errors of the assessor on the Secured Assessment Roll should be corrected; and, FURTHER, property escaping assessment due to such errors should be enrolled as escaped assess- ment pursuant to Section 531 of the Revenue and Taxation Code; and, FURTHER, Business Inventory Exemption should be allowed pursuant to Section 219 of the Revenue and Taxation Code in those cases where designated. FURTHER, in accordance with Section 4985(a) of the Revenue and Taxation Code, any uncollected delinquent penalty, cost, redemption penalty, interest, or redemption fee, heretofore or hereafter attached due :o such error should be canceled if it is impossible to complete valid procedures initiated prior to delinquency date, upon the showing that payment of the correction or additional a --unt was made ::iiitin 30 days from the date correction is entered on the roll or abstract record; and, FURTHER, in accordance with Section 4986(a) (2) the County Auditor should be directed to cancel all or any portion of any tax, penalty, or costs on'that portion in error as if it has been levied erroneously; and, if paid, a refund on that portion should be made pursuant to Section 5096 of the Revenue and Taxation Code. In Tax Rate Area 86006, Parcel No. 073-190-003-1, assessed to Union Carbide Corporation, has been assessed with incorrect value for Improvements, Personal Property, and Business Inventory Exemp- tion, due to Assessor's error in computation of assessment. There- fore, this assessment should be corrected as follows: Corrected Amount Tie of Property Assessed Value 61 Change R&T Sections Real Improvements $ 376,060 No Change PSImprovements 774,950 +$753,425 4831 Total Improvements 33,151,0Ia +" 3-1m Personal Property $ 16,435 +$ 2,610 4831 Business Inv. Ex. S 6,915 $ 3 4831; 219 Assessee has been notified. R. 0. SEATON Assistant Assessor RESOLUTION NO. 7 71A 4 Page 1 of 3 t34�►53 For the Fiscal Year 1977-78 Acct. F2u893H-tl 1977-78 Richard T. Higgins - 21 Fountainhead Ct. Martinez, CA 94553 Boat - Full Value $1200 Acct. #CF2125GBEl 1977-78 Guy Ventrice 11 Lorraine Ave. Pittsburg, CA 94565 Boat - Full Value $7560 Acct. ;=CF2145FWEl 1977-78 Charles Henry Sugarman 12 Great Circle Dr. Hill Valley, CA 94941 Boat - Full Value $5400 Acct. *jjCF2152GBE1 1977-78 Industrial Tank Co. Box 831 Partinez, CA 94553 Bost - Full Value $660 Acct. #CF2210CNa1 1977-78 Robert V. Roth Rt 2, Box 668H Brentwood, CA 94513 Boat - Full Value $700 Acct. ACF2233GA31 1977-78 Ronald A. Wool-dorth P. 0. Box 1399 Los Gatos, CA 95030 Boat - Full Value $8100 Note: Assessees have been notified of these additions and their right of appeal. t XEUN Assistant Assessor Adopted:�ytheBoardon. UCT-25-197 Page8ofa 000152 For the Fiscal Year 1977-78 Acct. i�C?l607r---1 i 1977-78 Jack D. Hattson 1959 Ascot Dr. Ho raga, CA 94556 Boat - Full Value $2800 Acct, sCF16Z7F?CB`1 1977-78 George J. Straka 5594 Coronado Ct. Concord, CA 94521 Boat - --'uZl Vaiue $1700 Acct. —F1632:7-21 1977-78 John F. Robles Rt 2, Box 412 Oakley, CA 94561 Boat - ill Value $2000 Acct. T F1713GCE1 1977-78 F.oaaard J. Betts Rt 1, Box D243 Byron, CA 94514 Boat - Full Value 41080 Acct. #CF1752CVE1. 1977-78 Ted Sanderson 20 N. Lake Cir. Antioch, CA 94509 Bost - Full Value $7200 "Acct. �CF1791FTE1 1977-78 Leroy anox 230 Jean--.a Dr. Pleasant Hill, CA 94523 Boat - 'Full Value $3600 Acct. iXr^1996:-7_'E1 1977-70 • John H. Casovia 2000 Valley Creek Ln. Danville, CA 94526 Boat - Full Value $18,800 Acct. #CF2059ALrl 1977-78 Robert J. 3ettenhoPen 1007 Contra Costa Ave. E1 Cerrito, CA 94530 Boat - Full Value $74U Acct. zCF2C62FF✓'1 1977-78 Jack Russell Moore 4U13 Granada Dr. Pittsburg, CA 9. 565 1 Boat - Full value $3000 R. 0. SrjA OU Assistant Assessor Page 7 of 8 00051 For the Fiscal Year 1977-78 Acct. CF1459G3B1 19?7-78 James T. Lrasrlett 252 iia thle en Br. + ?leasant Bill, CA 94523 Boat - Full Value $5400 Acct. CF146UCZE1 1977-78 Ralph L. Taylor 150 Cleaveland Rd. r1 Pleasant hill, CA .94523 Boat - Full Value $12U0 Acct. =CF1467GBE1 1977-78 Booker T. Yopp, Jr. 1833 15th St. San ?ablo, CA 94606 Boat - Full Value $4U80 Acct. #CF1472CVE1 1977-78 Gerald Feagley Thomas Powers Barry Russ 3707 Bissell Ave. Richmond, CA 9480 Boat - Full Value $lre40 Acct. V'Cvl472GBEl 1977-78 Benney S. Unuckles 2084 Cypress Ave. San Pablo, CA 94806 Boat - Full Valise $6400 Acct. «CFits79ALn1 1977-78 Wallace Teed, Jr. 3721 Monters Ct. El Sobrenve, ^3 94803 Boat - Full Value $1280 Acct. �F1496CHEl 1977-78 R. Vanderkous P. O. Boa 2086 Martinez, CA 94553 Boat - Full value $1650 Acct. +CF1518-="m 1977-78 Kenneth Carrell Tilcock 1380 Davis Ave. Concord, CA 94518 Boat - Full Value $480 Acct. CF1565CZ1 1977-78 J. Michael Barrick 1290 Bear Creek Rd. Martinez, CA 9 .553 Boat - Full value $1080 R. O. -nATON Assistant Assessor Page 6 of 8 I For the Fiscal Year 1977-78 Acct. `C^1227BCK1 1977-78 Fred Ficke:t 2320 Rollingwood San Bruno, CA 94065 Boat - Full Value $13200 Ace t. :A— 1228r GEE 1977-78 Danny R. Pierson 199 Lofvus Rd. Pittsburg, CA 92555 Boat - Full Value '221,00 Acct. ;;CF12501.UEl 1977-78 .iard A. Knox Rt 1, Box 269 Oakley, Chi 9?561 Boat - Full Value $840 Acct. 7CF1275AIM 1977-78 Clifton Bryan Cooper Rt 2, Box 239 Brentwood, CA 911,513 Boat - Full Value $700 Acct. j�CF1278zzzi 1977-78 Orris Larsen 2567 Wright Ave. Pinole, CA 921,5611, Boat - Full Value X720 Acct. l—P1+}06CY�.1~ 1977-75 . John C. Nolan 5695 Olinda Rd. Bl Sobranta, CA 131-3U- Boat - rUI! A31ua 43360 Acct. 1977-78 E. F. idanska M. D. Wanaka 1235 Ward St. Martinez, Cd 94553 Boat - �'�11 Value $1300 Acct. wCFA52GBB1 1977-78 viilliam L. Buchanan 1227 Blue3ay Ct. Concord, CA 94521 Boat - Full Value $4-350 Acct. aCF1!57GB%1 1977-78 Richard R. 'flood P. 0. Box 845 Bethel Island, CA %511 Boat- Full Value $2350 01 R. 0. S:ATO: Assistant Assessor Page 5 of 8 oon4 For the Fiscal Year 1977-78 Acct. TCFU9713DR1 1977-78 Garp L. Goularte 2736 Simas Ave. ' Pinole, CA ' %564 Boat - Full Value $21UO ikeet. C'0 20GAEl 1977-78 ---vola, Jr. 1548 Ventura Dr. Pittsburg, CA 94565 Boat - Full Value $1u,600 Acct. #CF1025GA31 1977-78 Robert L. eenefick 14UO Cole=an Ave. Santa Clara, CA 95050 Boat - Full Value $lu,8u0 Acct. L-;CF110OFM 1977-78 ?iennath C. Crabbin 3070 Sun Ct. Richmond, CA 94803 Boat - ill Value $11,5u0 Acct. #CF1102EF'BZ 1977-78 Manuel Machado 596 Little Rd. Pleasant Hill, CA 94523 Boat - Full Value $1000 Acct. -#-CF1143FTEl 1977-78 Kenneth Bernard Nedderman 19uO Drake Dr. Oaklanc, CA 94611 Boat - Full Value $5UU Acct. ,.CF3167=P=1 1977-78 • Clyde C. Slusser 3420 Briertoum Ct. Walnut Creek, CA 94598 Boat - Full Value $1600 Acet. =CF11927T--I 1977-78 Dennis Hagemeier Bruce Tesmer 1919 Helen Rd. 'leasant Hill, CA 9.4523 Bost - Full Value $2100 Acct. #CF1205CTEI 1977-78 Jcanita L. 3toa 2518 Duncan Pinola, CA 914564 Boat - Full Value $560 &W Kt4 R. 0. 5.+ATOIN Assistant Assessor ?age 14 of 8 00116 For the Fiscal Year 1977-78 Acct. u F0770:081 1977-78 William R. Towles 1119 Alfred Ave. Walnut Creek, CA 94596 Boat - Full Value $860 Acct. CFU791EPa1 1977-78 Runo Smith 1461 Creekside Dr. #3017 Walnut Creek, CA 94596 Bost - Full Value $2360 Acct. ;SCF U794CA81 1977-78 Karl J. Whitehead 3112 - G-St-Antioch, CA 94509. Boat - Full Value $66UO Acct. ;Cs?U834AHr1 1976-77 Harold David Luckett 1977-78 P. 0. Box 354 Bethel _island, CA 94511 Boat - 176 Full Value $520 Boat - '77 Full Value $600 Acct. jCFU844BD31 1977-78 Rudolph J. Reyes 43543 Ellsworth St. Fremont, CA 94538 Boat - Full value $36UO Acct. #CFU8463aEl 1977-78 William T. Cleland 9 Dogwood C;.. San Ramon, Ck 94583 Boat - Full Value �1280 Acct. -#-CF0848CW£1 1977-78 Willard R. Gilmore Rt. 1, Box 441 Antioch, CA 94509_ Boat - Full Value $740 Acct. 1�CF'0923BDEl 1977-78 George R. Loughran 3215 Catalina Ave. Santa Clara, CA 95051 Boat - Full Value $3420 Acct. rCF0936=CE1 1977-78 Oscar Cuato 1973 Rose Ln. Pleasant Hill, CA 94523 Boat - Full Value $700 S.A Assistant Assessor Page 3 of 8 d0w For the Fiscal Year 1977-78 Acct. ACF0345 AE-1 1976-77 Robert ?enrod 223 °%lido Rd. Danville, CA 94526 Bost - Full Value $3600 Acct. #CF0346rrF El 1977-78 N. K. Faunce 2507 Woolsey St. Berkeley, CA 9470 Bost - Full Value ?26UO Acet. —#CFU518yL1 1977-78 Andrew S. Hartanov, Jr. 29 Greenwood Ct. Orinda, CA 94563 Boat - Full Value $3400 Acct. #CF0531FTE1 1977-78 Jack Keener 2538 Carmel St. Oakland, CA 94602 Boat - Full Value $30,000 Acct. FCFU599EP-EE1 1977-78 David ProSitt 2950 Hastings Redwood City, CA 94061 Boat - Full Value $1200 acct. wCFU521FJE1 1977-78 Alan T. Evans P. 0. Box 718 ?ethel island, CA 947-2.1 Boat - Full Value $3200 Acct. r`Cr'U57UFKE1 1977-78 • George H. Machado 2029 Crestwood Dr. Antioch, CA 94509 Boat - Full V&ue $1900 Acct. #CF0744sG:-:1 1976-77 Gerald M. Eschen 24 Diablo Court Danville, CA 94526 Boat - Full Value $1600 Acct. #CF0755FBB1 1977-78 Kenneth L. McWilliams 3013 Garrow Dr. Antioch, CA 94509 - Boat - Fall Value $21UO Ae� R. 0. Sixt'0 Assistant Asseasor Page 2 of 8 WKS _IN THE BCARD OF SU MVISORS OF CONI?-A COSTA COUNTY, STAT: OF CALIFORNU Irn the Matter of Changes ' J' RESOLUTION :10. 7 (0 3 of the Assessment Roll ) of Contra Costa County ) } W.=? AS, the County Assessor having filed with this Board requests for addition of escape assessments; ,107.4, TEWEEFOP. , by rs RESUi,VED that the County Auditor is directed to add the following escape assessments: For the Fiscal Year 1977-78 It has been ascertained from papers in the Assessor's Office that property belonging on the local roll has escaped assessment; and, therefore, pursuant to the Revenue and Taxation Code, Section 531, escaped assessment should be added to the unsecured roll as follows: Acct- -iCFU05lGCE1 1977-78 Marvin Burch 49 Inlet Dr. Pittsburg, CA 94565 Boat - Full Value $$W Acct. :r-CFU058GCE1 1977-78 Wilfred James Ling 2447 Pleasant Hill Rd. Pleasant Hill, CA 94523 Boat - Fall Value $600 Acct. 1977-78 K-11-ton .::--ison Bert Clausen 5892 Ascot Dr. Gadl.and, CA 94511 Boat - Full Value $9,260 Acct. iCFu067F'sa1 1977-78 John G. Hansel 3315 Inverness Dr. walnut Creek, CA 94598 Boat - Full Value $720 R. 0. S::AI'CN Assistant Assessor tiu/16/77 Copies to: Assessor (Firs. Giese) Aucitor Tax Collector PiMULVTION NO. Page Iof8 005 CONTRA COSTA COUNTY ESTIMATED REVENUE ADJUSTMENT TIC 24 LIE►AITNE/T {/ /RCAnILATNN BRIT: Accal/r Calling SOCIAL SERVICE ilgA/IZATIRR REHIRE L ALCOR/i REVERIE RESCRI►TIR/ INCREASE <DECREASE> 5000 9421 STATE AID CHILD DAY CARE 2S,09S.00 APPROVED 3. EXPLANATION OF REQUEST AUDITOR-CONTROLLER 9R Dols 1043/77 TO INCREASE ESTMATED REVENUES FOR STATE DEPAMIENT OF EDUCATION FUNDED CHILD DAY CARE TO THE AMOUNT OF COUNTY ADMINISTRATOR TUE AGREE1►ILW WITH THE STATE 9Yc � ���.'1'l_Q;hr�`�'-� Oar• / / BOARD OF SUPERVISORS VES, J xc , c��cet x_Fatty rc�, Se:-nmier.!ia ycas.Haasel�+nt t,N,�O: Y1l t l� Date I,�l-�7�: R.I.Jl:fir.7 er .j.1q. OLSSON.CLERK j� Deputy Cik REVERIE ARl. RM (M 8134 7/177 r CONTRA COSTA COUNTY • APPROPRIATWO ADJUSTMENT T/C a ACCIINT Celiac 1•SEPA1TKENT N NUIIUTIN NIT: SOCIAL SERVICE NWIUT111 S1/-01JECT L FIXER ASSET QEC/EASQ INCREASE INJECT IF EXPENSE 11 FIXER ASSET 1 111 West County District 5200 1011 Permanent salaries ; 1,215 Central/East County District 5300 1011 Permanent Salaries 1,215 Central Operations Administration 5105 3316 Service Connected Aid 11,668 Rodeo Community Center 5165 3316 Service Connected Aid 91000 VSD/SAU 5160 3317 Education 3 Training Aid Recipients 2,000 0990 6301 Reserve for Contingencies, General Fund 25,098 0990 6301 Appropriable New Revenue 25,098 APPROVED 3. EXPLANATION OF REQUEST AUDITOR-CON LLER To increase appropriations for State Department of ____7 D.t� 1o�I Education funded child day care to the amount of the agreement with the State. Completely funded through COUNTY ADMINISTRATOR State Department of Education. ' srRevenue account 9421, State Aid Child Day Care. . �Daft SOARD OF SUPERVISORS YES: Suprn-wra I:eam.F.h.irn. . Sdraiv.�.Ihudonr N0: T1Or�P— p.1.Schroder 00 For R. E. Jornlin, J.R. OLSSON.CLERK 4, aw�n�s Direct Sr: APPN1l11►TIN JA P00-i'616 Uepuly 4erx A11 JtlMll/1. to las Ksc VTTI on IMTKKQTIMK M OEM" an ,• CONTRA COSTA COUNTY ESTIMATED REVENUE ADJUSTMENT T/C 24 ACCIIOT COOING LIEFARTNENT It INCANIZATIIN MIT: PLANNING INCANIZATIIN NEOEO,E L INCREASE <PECIEASi> ACCIONT RE11ENIE IESCAIPTI11 3500 9660 PI.ANNI]NG $ EWRIEERING SERVICES 22,440 AP OVEO 3. EXPLANATION OF REQUEST AUDITOR- R L To increase estimated revenue for consultant Br: Dotel 77 prepared environmental impact reports. COUNTY ADDMMINISTRA�TORL, By:_L&A..Vya Date BOARD OF SUPERVISORS J YES: tiuyr ...+.firnm.Fabk'L Liruiu.BOSIPS,liatfebiaic N0: nab—' Data 016ert R•).Schroder J.R. OLSSON, CLERK BAn Ad.(G Deputy Clerk IENEOSE AW. RAOO 5037 JNROAI 10. (M 8134 7/77) M USTMCTIONS HOTS: FORMS ARE AVAILABLE FROK CENTRAL SERVICE OFeICB A. Prepare Appropriation Adjustments, Fors K 129, in quadruplicate plus any internal copies desired. If more than one department or district is concerned, prepare an additioaal. copy for each additional department or district concerned. B. Complete all four parts of the form as Sollovat 1. Department: Show naso of department or organisation unit requesting this Appropriation Adjustment. 2. Kase Object of Expense: Show expenditure sub-object account to be adjusted, e.g., Office Expense, Cownwication, etc. Also show the amount in even dollars that each account is. to be increased or (decreased). If this adjustment affects Piled Asset equipment items list the items showing quantity, description, and dollar amount. Also, show the Equipment Item No. if this adjustment affects a Fisted Asset iNa that has already been approved by the Board of Supervisors. For new Plant Acquisitions, leave the sub- object blank." 3. Explanation of Reque3t: Lm3 ain vhy the adjustment is necessary in enough detail to enable the County Advil nistrator to justify the request to the Board of Supervisors. 1t. Signature, Title and Date: Sign, show title and date. C. Send the original and other requested copies to the County Auditor- Controller's office for processing. .0—0041 . � • i 5 CONTRA COSTA COUNTY APPROPRIATION ADJUSTMENT T/C 2 T ACCOINT 000100 1. DEH0TNE0T 10 OBCAIIZATI01 111T: SS X77 Planning (357) ccu /! 111 00CA01ZATION S1111-01JECT 2. rfjrw cob C'Qj ZIEASE> 11C0EASE OBJECT OF EXPENSE OB FIXED ASSET ITEM 10. QUATIT ER D& 0990 6301 Appropriable New Revenues 22,440 0990 6301 Reserve for Contingencies 22,440 3500 2310 Professional and Personal Services: 22,440 EIR, Subdivision SO45 3,000 EIR, Subdivision 5065 3,300 EIR, 2153-RZ, K4 195-77 2,400 EIR, Subdivision 5009 3,240 EIR, 2127-U 6,800 EIR, Dev. Plan. 3052 3,700 22,440 i APPROVED 3. EXPLANATION OF REQUEST AUDITOR-C9*T*04ER Funds for consultant-prepared environmental impact 1Dn7/ reports are received from the applicant and deposited By. - - -- Date in trust accounts. Consultants are engaged by the County and paid from Planning Department Budget, COUNTY ADMINISTRATOR moved from the reserve t0 Contingencies in amounts equal to revenues placed in trust accounts. This By-.J 2?s,We / is the first movement of funds in FY 1977-78. BOARD OF SUPERVISORS YE S: -4--f —K—. T'"' iriwiT.gym,klAascltenr NO: abSert: R.1.Schroder Do 10 O� J.R. OLSSON,CLERK 4J'— ' Dir. of Planning 10 7/77 g * f1Ylt TITLE PATE By: A. De esus Arra 603 Deputy Clerk k ADJ. (Mize Rev.7/TT) BEE 11MM0CTIONS CR REVERSE SIDE t CONTRA COSTA COUNTY ESTIMATED REVENUE ADJUSTMENT T/C 24 ACCOORT COOIRC I_REPARTIERT H ORSARIIATIOR BRIT: Community Services (Housing), 1420 NRARIIATIH REVERIE L INCREASE CREAT ACCINIT SETERSE KSCIIPTIOR 1420 9560 Federal Aid HUD Block Grants SP236 APPROVED 3. EXPLANATION OF REQUEST AUDITOR-CONTROLLER To reduce estimated revenue to reflect final budget e Dote 10/8/77 for Third Year Housing $ Com, Dev. Housing Counseling r 6 Training Project. COUNTY ADMINISTRATOR By: Dot. / BOARD OF SUPERVISORS YES- FeaAm Mi t.B w".ttaLw1 inr NO: nor%e. Doh T OQbart;. A.i.Schroder J.R. OLSSON, CLERK By- n,-Ad-G LIX- Yi .Deputy Clerk RE>fER1E AN. RASO 5030 JOORRAL H. tM 111134 z177l INSTRUCTIONS NOTE: FORKS 138 AVAIIABLE FROK CENTRAL SERVICE.OFFICE A. Prepare Appropriation Adjustments, Fors K 129, in quadruplicate plus any internal copies desired. If more than one department or district is concerned, prepare an additional_copy,for;each additional department or district concerned. B. Complete all font;parts of the fora as follows: 1. Department: '. Show name of department or organization unit requesting this Appropriation Adjustment. 2. Name Object of Sxpenas: Show expenditure sub-object account ta•be adjusted, a. Office Expense, Commmication, etc. Also, shor'thq. amount in even dollars that each account is to,be increased or (decreased). If this adjustment affects Fixed Asset equipment' Itae list the.. . item showing quantity, description, and dollar asiount. . Also, ms show the Equipat Item No. if this adjustment affects-a Fixed Asset item that has already been approved by the Board of Supervisors. For new Plant Acquisitions"lsave the sub- object Manic. 3. Esglanation of Request: Explain why the adjustment is necessary in enough detail to enable the County arbai ni Rtrator to justify the request to the Board of Supervisors. h. Signature, Title and Date: Sign, show title and date. C. Send the original and other requested copies to the County Auditor- Controller's office for processing. r 'ti i 0W1 G C'' v J N ,�o 7 j "x • CONTRA COSTA COUNTY . APPROPRIATION ADJUSTMENT T/C 2 7 ACCOONT CONIC 1. DEPARTMENT 01 01CANIZATI00 INIT:Community Services (Housing) - Org. Ito. 1420 Cot-�yrr9� ORGANIZATION SOI-OBJECT I. HIED ASSET 4DECNEASE> INCREASE OBJECT OF EIPERSE 611`11111 ASSET ITEM 10. OU17ITY _4AW 1011 Perm. Salaries (M. Boyd, 922-003) 15,840 f tpW 1042 FICA " 927 1044 Retirement 2,173 1060 Health Ins. -698 1062 Employee Life Ins. Contra Cost117 Cou 2100 Office Exp. RECEt (ED 1,000 2111 Telephone Exch, Svc. 1,080 2130 Small Tools OCT 141977 4,200 2261 Occupancy - Rented 4,500 2262 Occupancy - Owned Office f 2,500 2270 Repair/Svc. Equipment Cou 100 2301 Auto mileage - Employees 1,320 2302 Use of County Equipment 4,400 2303 Other Travel - Employees 60 2310 Prof, & Personal Svcs. 55,900 2361 Workers Comp. Ins. (M. Boyd, 922-003) 332 2477 Ed. Supplies 4 Courses 700 2479 Other Spec. Dept. Expense 5,617 OOG3 1957 Heavy Construction Equipment: / 7,100 Insulation Blowino Machine, Trailer mt 0990 rosol Reserve for Contingencies 8,236 S � UrTreQ�ize[l �Criettt>e $�3(0 APPROVED 3. EXPLANATION OF REQUEST AUDITOR-;ANT ER To reflect final budget for Third Year Housing & ' 1 -7/ Comm. Dev. Housing Counseling & Training Project. Ely: Dot• Equipment: Insulation Blowing Machine, Model FT-7, COUNTY ADMINISTRATOR mounted on Miller Welding Trailer. $7,100.00. By: L1L)Ai3i[�_Dot• 1001. Federal funds. Equipment purchase approved by J BOARD OF SUPERVISORS County Planning Department. YES: n F Adjustment includes added salary S benefits for M. Boyd effective 8/1/77.. N0: y'IblK,. R.I.Schroder on al' A. P. Boileau J.R. OLSSON,•I:LERIGt: I 4. for: Rita S. Hays Acting Director 9//777 �/ �p� ns"atosc saTc By. �� �diYo m APPROPRIATION Deputy ac* Ali.ANNUL I0. (M 129 Rsr.7/77) SEE INSTRUCTIONS ON REVERSE SIDE INSTRUCTIONS NOTE: FORMS ARE AVAILABLE FROM CENTRAL SERVICE OFFICE A. Prepare Appropriation Adjustments, Forel M 129, in quadruplicate plus any internal copies desired. If more than one department or district is concerned, prepare an additional copy for each additional department or district concerned. B. Complete all four parts of the form as follows: 1. Department: Show name of department or organization unit requesting this Appropriation Adjustment. 2. Name Object of Expense: Show expenditure sub-object account to be adjusted, e.g., Office Expense, Communication, etc. Also show the amount in even dollars that each account is to be increased or (decreased). If this adjustment affects Fixed Asset equipment items list the items showing quantity, description, and dollar amount. Also, show the Equipment Item No. if this adjustment affects a Fixed Asset item that has already been approved by the Board of Supervisors. For new Plant Acquisitions, leave the sub— object blank. 3. Explanation of Request: Explain why the adjustment is necessary in enough detail to enable the County Addnistrator to justify the request to the Board of Supervisors. h. Signature, Title and Date: Sign, show title and date. C. Send the original and other requested copies to the County Auditor- Controller's office for processing. £ . } i oQnq CONTRA COSTA COUNTY /!w . APPROPRIATION ADJUSTMENT . T/C 27 ACCOUNT CODING i.DEPARTMENT It 01191111101111tNli: CWWY LIBRARY I S3 f 77 ORCANIIATIOM SPI-OBJECT t. vDrr IV:+A6S y qECIEASE> INCREASE OIJECT OF EIIENSE Ot FIRED ASSET ITEM NI. r 0991 6301 Reserve for contingencies $400 37z5 - 629— 4951 Manual typewriter 000,2 1 $400 APPROVED 3. EXPLANATION OF REQUEST AUDITOR-C R By, par. 10 Provide funds for purchase of replacement typewriter for El Sobrante Library. COUNTY ADMINISTRATOR (Library was broken into on Oct. 9, 1977 and manual By: DDS / / typewriter was stolen - TAG # 43166) BOARD OF SUPERVISORS Supt luxus Kea%.Faham YES: f*Wda.&WM.Hsa+eilioc NO: nOPP- QJo1 - R.I.Schrouer o. Administrative J.R. OLSSON,CLERK 4 Services Officer 10/11/77 I9XaT911E TITLE DATE t :: . ey; Afnlflunel A PQQ§RAU . Deputy Ge ADJ.JOIRYL 10. Wit (M 129 Rev 7/77) SEE IMMUCTIOMS 00 REVERSE SIDE CONTRA COSTA COUNTY APPROPRIATION ADJUSTMENT T/C 2 7 ACCOUNT CODING I. DEPANINEIT It OICAN11AT1/1 OUT-Public Works OiCAWAIION SUB-OBJECT 2. FIXED ASSET <bECBEASE> INCREASE OBJECT OF EXPENSE It FIXED ASSET ITEM t0. COAti1iT 7 753 4956 Camera b kc essor i es 0304 1 351 7753 4945 Leasehold Impr 351 Centro Costo Counly RECEIVED OCT 14 1977 Office of County AcftiinistrotoE AP ROVED 3. EXPLANATION OF REQUEST AUDITO T LL' Hy: DotM /�`'h Appropriation for purchase of camera & aesessories for Orinda Community Center R-6. CO NTY ADMINISTRATOR ey; `Z.M n.. Data BOARD OF SUPERVISORS 5�cn'ison t�eaq.FaA,lesl . YES: NO: 4%c� ,R.I.Schroder aO C T/2� 1917 J.r1: OLSSON.CLERK 4. ubIic Works Director 10/II/77 q�w� TIfLC OATL 8Y: � ADJ. DATINM 8� JOUOOWI M0. (t11t$ Rev.7/77) 3EE IN3T11UCTI011S 014 MEYEMSE 310E irtrr CONTRA COSTA CCUNTY ;} APPROPRIATION ADJUSTMENT T/C 27 _ ACCONNT C0518C 1 NEPAlT1tENT NN aauuneN Ulf: Planning (3S7) - r 77 MAMMON S3111-01lECT 2. i1YEt<'�ASSET. ;�►ECREASE� INCREASE ONJECT OF EXPENSE NN ilZEO ASSET ITEM 10 OARTiTT •=R 3500 4951 Typewriter MCA 7SO 0.357 2250 Rent of Equipment 7SO w APPROVED 3. EXPLANATION OF REQUEST AUDITOR-CONT LL ER Replace one typewriter purchased in 1970 and need- ing constant repair to maintain acceptable quality By: Date typed work. An example of the unacceptable appearance COUNTY DMINISTRATOR of this machine's product is attached for reference. By.— Date Date BOARD OF SUPERVISORS YES: S a ir.80 ,Hasadciae 1.Schroder OCTr aR 5/197 Di of Planning 10/7/7 ..R. OLSSON,CLERK 4. ' ' i wATYRC //j thony A. ehaesus By; �- V � �� APPRO?ltAf1011 Cid 129 Rev.7/771 SEE IHSTROCTIONS C11 REVERSE SIDE CONTRA COSTA COUNTY APPROPRIATION ADJUSTMEE14T T/C 2 7 !{CC.RT CODIlr: I. EES!#TiIERI CR tl2CAiIIAttpt t!tii; _ Flood Control Zone 2 &t County Service Area Lib 11 0'.4111DA104 ,yip'-MIECI 2. ptMEA ASSET �tE{RFASQ ImCgEASE SECI UE2tftSE 1R 1`11111ASSET ITERjp TIYT 7S22 4000 Fixed Assets-F.C. Zone - Zone 2 2,500 7522 3000 Other Charges 2,500 Contra Costa CAKW* 7711 2000 Services and Supplies RECEIVED 16,600 7711 4000 Fixed Assets - Lib 11 16,600 i OCT 141971 1 Wice of PPROVED 3. EXPLANATION OF REQUEST AUDIT TROLL To correct summary account classifications for Flood ! Control Zine 2 and County Service Area Lib 11 1977-78 Ely: Da:ef d �' budget to ct;nform with that as submitted by the Districts. Cc TY ADMINISTRATOR By. Date HOARD OF SUPERVISORS YES- SUP-0o xcany.Fawm Siittir.Sa,�ot,Eiusetune NO: R.1.Schroder OR 11,11z,517-1 t J R O;.SSOW CiEYK 4— 4�9 kx� A 6a-/-4- DATC 8y:�k a/i X ft�f rl:� t t t II4R A P00St:,TM' 0"ty ci;,c 119,. JOCRIIAL 110. . tYi.^.Z Rev 7/771 3f.E.eNsrROrTer Is OM.0'V•-r•• • -1 ! POSITION' ADJUSTMENT REQUEST No: 1ric �� DeparLTent HEALTH Budget Unit 0450 Date 1014177 Action Requested: Reclassify Human Services Worker I position $765--� to Human Services Worker 11 Proposed effective date: ASAP Explain wt adg:5nt is needed: To more properly describe position according to duties and,resonsAilities. Estimated cosi-of adjustment: Ccnty Amount:.. . Coit Costa 1. Salaries and wa es• REC73\1ED $ 396.00 2. i ixedsets: t at itm and cost) Ut;1 "77 t HUMAN Rc'MRC_'S A^T*YY Estimated totgl-. mincstcatot S 396.00 pgProv />::� Y� 'ii�i1 ...�� Dire_/d Signature 1Department ea tnitial Determination of County Administrator Date: October 11, 1977 To Civil Service for review and recd tion. t unt1V AftrMlistrator Personnel Office and/or Civil Service Commission te: October 19, 1977 Classification and Pay Recommendation Reclassify 1 Human Services Worker I^-CETA to•Hum:a Services Worker II-CETA. Study discloses duties and responsibilities now being performed justify reclassification to Human Services Worker II-CETA. Can be effective day following Board action. The above action can be accomplished by amending Resolution 71/17 to reflect the reclassi- fication of Human Services Worker I-CETA position #04, Salary Level 1801 (7034775) to Human Services Worker 11, Salary Level 214t (780-860). • Assistanr PersonnoWrector Recommendation of County Administrator Hate: October 21. 1977 :rcr, M Request recommendation, as requested by Civil Service Commission. unty inistrator Action of the Board of Supervisors Adjustment APPROVED (0 *vE$) on OCT 2 5 1977 J. R. OLSSON, County Clerk S 0/ Date: By: {mss-x.�.' 7'x�•e Je Jeanne 0. &4 aqq)i :.t APPROVAL of thiA adiu4bvecona.tibzUA cut AppaapR.iati.an Ad}ue. ent and Pvn O'60o e RiAoF.atcon Amendrent. NOTE: Top section and reverse side of foam foemat be completed and supplemented, when appropr—"iaa'i by an organization chart depicting the section or office affected. P 300 (M347) (Rev. 11/70) OCT 2 5 �g f� In the Board of Supervisors of Contra Costa County, State of California netnber 25 , 19 In the Matter of Ordinances) Introduced. The following ordinance(s) which amend(s) the Ordinance Code of Contra Costa County as indicated having been introduced, the Board by unanimous vote of the members present waives full reading thereof and fixes November 1, 1977 as the time for adoption of same: Amending various sections, Division 88 of the Ordinance Code regarding S-2 sign control zoning and political sign changes. PASSED by the Board on October 25, 1977 1 hereby certify that the foregoing is a true and correct copy of an order entered on the minutes of said Board of Supervisors an the date aforesaid. Witness my hand and the Seal of the Board of Supervisors -- -ofiixed this 2255.th/ day of October _ i9 77 it kl� R. OLSSON, Cterk eener _ Deputy Cie& H 24 32174 :isa�+ BOARD OF SUPERVISORS OF CONTRA COSTA COUNTY, CALIFORNIA Re: Zoning Ordinances Passed Date: October 25, 1977 This being the date fixed to consider adoption of the following ordinances) rezoning property as indicated, which was (were) duly introduced and hearing(s) held; The Board orders that this (these) ordinance(s) is (are) passed, and the Clerk shall have it (them) published as indicated below: Ordinance Application Number Applicant Number Area Newspaper 77-104 Lawrie Development 2151-RZ Danville The Valley Pioneer 77-105 Nathan Hart 2135-RZ Danville The Valley Pioneer PASSED on _October 25, 1977 by the following vote: AYES: Supervisors J. P. Kenny, N. C. Fanden, E. H. Hasseltine, W. N. Boggess. NOES: None. ABSENT: Supervisor R. I. Schroder. I HEREBY CERTIFY that the foregoing is a true and correct record and copy of action duly taken by this Board on the above date. ATTEST: J. R. OLSSON, County Clerk and ex officio Clerk of the Board: on 0 t 2 By: Deputy obbi utierr z In the Board of Supervisors . of Contra Costa County, State of California October 25 , 19 77 In the Matter of Ordinance(s) Adopted. This being the date fixed to adopt the ordinance(s) indicated, which amend(s) the Ordinance Code of Contra Costa County and was (were) duly introduced and hearings) held; The Board ORDERS that said ordinances(s) is- (are) adopted and the Clerk shall publish same as required by law. Ordinance Number Subject Newspaper 77-107 Amending Section 84-4.1202 on Contra Costa Times Off-Street Parking in Residential Districts. 77-108 Amending Section 46-4.010 on The Independent Vehicle Weight Limits; Roads Changed. PASSED on October 25, 1977 by the following vote of the Board: Su Dervisors AYES NO ABSENT J. P. Kenny ) N. C. Fanden ) ) R. I. Schroder ) ) xx %:. V. Boggess ) E. H. Hasseltine Qcx ( ) ( ) 1 hereby certify that the foregoing is a true and correct copy of an order.entered an the minutes of said Board of Supervisors on the date aforesaid Witness my hand and the Seal of the Board of supervisors affixed taus 2 th day of October . 19 77 J. R. OLSSON, Clerk H 24 3.2na - 154A By46 : e431derrez Deputy Cterk Contracts, Agreements, or other documents approved by the Board this day are microfilmed with the order except in those instances where the clerk was not furnished with the documents prior to the time when the minutes were micro- filmed. In such cases, when the documents are received they will be placed in the appropriate Pile (to be microfilmed at a later time). In the Board of Supervisors of Contra Costa County, State of California October 25 , 19 77 In the Matter of Designati.-:g Temporary Chairman. Ln the absence of the Chairman, Supervisor F1. Boggess, and the rice Chairman, Supervisor R. I. Schroder, IT IS BY THE BO.;.0 ORD a„D that Supervisor j. P. Kenny is DESIG iATM to serve temporarily as Chairman. PASSED by the Board on October 25, 1377. Immediately following the salute to the flag Supervisor W. :.. Boggess arrived and assumed the Chair. 1 hereby certify that the foregoing is a true and coned cope of an order entered on the minutes of said Board of Supervisors on the data aforesaid. cc: County Administrator Witness my hand and the Seo)of the Board of Supervisors affixed this? 2t- day of n..t,.r.e.. 19M v J. R. OLSSON, Clerk lqq'L�A-1 D." Clerk 1•Faxine M. Neuf.i3 H-24 3r,6 15m THE BOARD OF SUPERVISORS MET IN ALL ITS CAPACITIES PURSUANT TO ORDINANCE CODE SECTION 24-2.402 IN REGULAR SESSION AT 9:00 A.M., TUESDAY, OCTOBER 25, 1977 IN ROOM 107, COUNTY ADMINISTRATION BUILDING, *MARTINEZ, CALIFORNIA. PRESENT: Supervisors J. P. Kenny, H. C. Fanden, E. H. Hasseltine. ABSENT: Chairman W. N. Boggess, Supervisor R. I. Schroder. CLERK: J. R. Olsson, represented by Geraldine Russell, Deputy Clerk zo The follo,ring bid was also awarded: 2S, $21,203.00 - Aladdin Heating Corporation of San Leandro for the constriction of Mechanical and Safety Alter- ations, Civic Center Improvements, iaartinez, .CA. Prepared by Chief Engineer of the Contra Costa County Water Agency October 25, 1977 CALENTXR OF RATER MEETINGS TDIE ATTENDANCE ATE DAY SPaNSOR PUCE REMARKS Recommended Aut oritaticn oct 27 Thugs. State Water 9:00 a.m. Drought Emergency Staff Resources Auditorium Regulation Control Bcard lst floor Resources Bldg. 1416 Ninth St. Sacramento Nov i0 Thurs. Govetaor's C—. 9:00 a.m. Consideration of Legal Counsel to Review Calif. Harlen Adams Present Lax Regarding Eater Rights Lax Theatre, Groundwater rights Performing Arts in California Center =`144 Calif. State Univ. - Chico 'Qv 2 Wed. Senate Assembly San Diego Interim Hear ngs Staff 5 Thurs. Conference Los Angeles on Peripheral Canal 21 Mon. Cosaittee Fresno Bill (SB 546-Ayala) 50 Wed. San Francisco _c 7 Fri. Redding Item 27. CONTRA COSTA COUNTY WATER AGENCY - WE BMY REPORT A. It is requested that the Board of Supervisors consider the attached "Calendar of Water Meetings. , B. The Delta Water Quality Report is submitted for the Board of Supervisors' information and public distribution. No action required. C. Memorandum Report on Water Agency Activities - No public . meetings or hearings were conducted during the past week. (EC) NOTE Chairman to ask for any comments by interested citizens in attendance at the meeting subject to carrying forward any particular item to a later specific time if discussion becomes lengthy and interferes with consideration of other calendar items. A_ G E N D A Public Works Department Page 1� o� 15 October 25, 1977 00M- item 25 Continued: There is no change in the estimated cost of construction. (RE: 4405-4062) (B&G) Item 26. DETENTION FACILITY PROJECT - APPROVE PLANS AND ADVERTISE. FOR- BIDS It is recommended that the Board of Supervisors approve plans and specifications, and advertise for bids to be received in 29 days at 2:00 p.m., Wednesday November 23, 1977 for the following con- tracts: Project Number Estimate 1. Detention Facility Electrical 5269-926-(46p $1,538,000 2. Detention Facility Mechanical 5269-926-(47) $1,680,000 3. Detention Facility Plumbing 5269-926-(48) $1,382,000 4. Detention Facility Sprinkler 5269-926-(49) $ 270,000 5. Detention Facility Precast 5269-926-(50) $ 750,000 Concrete The estimate shown is the initial estiaate by Turner Construction Company, the construction manager. The combination of the electrical, mechanical, plumbing, and fire sprinkler contracts will supply the new Detention Facility with the required utilities, heating and cooling and safety systems necessary to produce an organized and operable building. The precast concrete contract is for the construction and erection of concrete panels which form the exterior walls of the third and fourth floors of the building. Additional concrete work will be accomplished under a future contract. The Planning Commission reviewed the Environmental Impact Report pertaining to this project on April 26, 1977, and found it to be adequate and found the project to be in compliance with the General Plan. The EIR was filed with the Board on May 3, 1977. (RE: Project No. 's 5269-926-(46) , (47) , (48) , (49) , (50)) (DFP) A G E N D A Public Works Department Page 14 of 15 October 25, 1977 Item 22 Continued: was delayed for a variety of reasons over which he had no control. A major reason for delay was late delivery of manufactured items. (RE: 0115-4139) ` (B&G) Item 23. TASSAJARA FIRE PROTECTION DISTRICT - APPROVE CONTRACT- - Danville Area It is reco=wn ed that the Board of Supervisors, as ex-officio the Governing Board of the Tassajara Fire Protection District, approve and authorize the Public Works Director to execute an Inspection Services Contract with Mr. Robert G. -Soto for contract documents review and construction inspection services for a new metal apparatus building at the Tassajara Fire Protection -District, 6100 Tassajara Road, Pleasanton. The contract is effective October 25, 1977. The contract provides for payment for services in accordance with the standard rates as indicated in the contract. (RE: 7023-4096) (B&G) Item 24. WOMEN'S FURLOUGH CENTER - APPROVE CONTRACTS - Richmond Area It is reco=ended that the Board of Supervisors-approve and authorize the Public Works Director to execute Inspection Services Contracts with Messrs. J. M. Nelson, Robert G. Grady, Laurel Roderick Cameron and Robert G. Soto for contract documents review and inspection services for installation of landscaping at Women's Minimum Security, Work/Education Furlough Center, 847 Brookside Drive, Richmond. These contracts are effective October 25, 1977. The Contracts provide for payment for services in accordance with the standard rates indicated in the contracts. (R:.: :411-4722) (B&G) Item 25. FLOOD CONTROL BUILDING ADDITION - APPROVE ADDENDUM NO. 1 Martinez Area It is recommended that the Board of Supervisors approve Addendum No. 1 to the contract documents for the Flood Control Building Addition, 255 Glacier Drives Martinez. This Addendum increases the number of windows in the north and east wails of the building and provides other miscellaneous corrections and clarifications. (Continued on next page) A G E N D A Public Works Department Page 13 of 15 n October 25, 1977 V Item 21 continued: No. Instrument Date Grantor Reference 6. Offer of Dedication 8-23-77 Robert W. Sub MS 217-76 for Roadway Purposes Heidelberger, et al. 7. Offer of Dedication 8-30-77 Josephine Mozzetti Sub 4861 for Slope Easement Purposes 8. Common use Agreement 10-12-77 East Contra Costa Sub MS 273-76 for Roadway Purposes Irrigation District 9. Offer of Dedication 10-10-77 Forrest O. Sub MS 92-77 for Roadway Purposes Danneley, et al. 10. Offer of Dedication 9-27-77 Joseph S. Mingoia, Sub MS 172-76 for Roadway Purposes et al. 11. Offer of-Dedication 10-16-77 John W. Rouse, Sub MS 83-77 for Drainage Purposes et al. 12. Offer of Dedication 10-17-77 Leo A. Brodeur, Sub MS 256-76 for Roadway Purposes et al. 13. Offer of Dedication 9-20-77 William Harrington Sub MS 273-76 for Roadway Purposes 14. Offer of Dedication 10-14-77 F. B. Stearns, Sub 4454 for Drainage Purposes et al. 15. Offer of Dedication 10-6-77 Crocker Corp., Sub 4861 for Drainage Purposes et al. 16. Offer of Dedication 8-23-77 Toga T. Shimizu, Sub 4861 for Slope Easement et al. (LD) item. 22. JUVENILE HALL - ACCEPT CONTRACT - Martinez Area It is recommended that the Board of Supervisors accept as complete as of October 25, 1977 the construction contract with Alhambra Electric Co. of Martinez for the Juvenile Hall Kitchen Remodel, 202 Glacier Drive, Martinez, and direct its Clerk to file the ap- propriate Notice of Completion. It is also recommended that the Board of Supervisors extend the contract time 13 days to the date of acceptance, as the Contractor (Continued on next page) A G E N D A Public Works Department Page 12 of 15 October 25, 1977 OtX119 GENERAL .Item 20. RECOMtMNDATIONS ON AWARD OF CONTRACTS The Public Works Director will present recommendations on the award of contracts for which he has received bids. (ADM) Item 21. ACCEPTANCE OF INSTRUMENTS It is recommended that the Board of Supervisors.- A. upervisors:A. Accept the following instruments: No. Instrument Date Grantor Reference 1. Consent to Dedication 10-6-77 Rose Napolitano, Sub MS163-77 for Roadway Purposes et al. 2. Individual Grant Deed 9-30-77 James Paul Manning,Sub MS 183-76 et al. 3. Consent to Dedication 9-20-77 Shell Oil Company Sub MS 217-7F for Roadway Purposes 4. Consent to Deeding and 9-22-77 Robert V. Ghilotti,Sub MS 183-76 Subordination of Ease- et al. ment rights 5. Grant Deed for 9-9-77 Treetops Unli.mited,Sub 4931 Development rights a Joint Venture. B. Accept the following instruments for recording only: 1. Offer of Dedication 10-7-77 Frank Planchon, Sub MS 163-i' _ for Roadway Purposes et al. 2. Offer of Dedication 10-7-77 Frank Planchon, Sub MS 163-77 for Roadway Purposes et al. 2nd Document 3. Offer of Dedication 10-13-77 Frank. Planchon, Sub MS 163-77 for Roadway Purposes et al. 4. Offer of Dedication 10-4-77 Paul W. Hilleshiem,Sub MS 116-76 for Roadway Purposes et al. S. Offer of Dedication 10-11-77 Frank E. Hayward, Sub MS 28-77 for Roadway Purposes et al. (Coatinued on next page) A G E N D A Public Works Department Page it of 15 October 25, 1977 001118 Item 17 continued: Hillcrest Road approximately 1.5 miles northerly of Lone Tree way. (RE: Assessor's Parcel No. OS3-040-0231 (LD) Item 18. DANWILLE BOULEVARD - INCREASE CONTR-kCT CONTINGENCY FUND - Danville Area It is recommended that the Board of Supervisors approve an increase of $10,000 in the contract contingency fund for the Danville Boulevard Widening Project adjacent to San Ramon Sigh School, in order to provide for quantity overruns in several major contract items and to maintain the contingency fund balance to allow for other unforeseen work. Sufficient funds for this increase are available in the current road budget. (RE: Project No. 5301-4340-661-76) (C) Item 19. DEI, A*1IGO ROAD - ACCEPT CONTRACT - Danville Area The work performed under the contract for installation of 55 linear feet of 60-inch diameter reinforced concrete pipe and one manhole on Del AaLigo Road northeasterly of the intersection of Del Amigo Road and Camino Encanto was completed by the contractor, Chas. I. Cunningham Company, of Oakdale, on October 14, 1977, in con- formance with the approved plans, special provisions and standard specifications at a contract cost of approximately $13,000. It is recommended that the Board of Supervisors accept the work as complete as of October 14, 1977. The work was completed within the allotted contract time limit. The County will be reimbursed for up to 90 per cent of the project cost under the Federal-Aid Safer Road Demonstration program. (RE: Project No. 4534-4281-661-77) (C) A G £ r D A Public 4orks Department Page?0 of 15 October 25, 1977 OM7 Item 15. MARSH CREEK ROAD-- AUTHORIZE PURCHASE ORDER - Brentwood Area It is recommended that the Board of- Supervisors, authorize the Public Works Director to make arrangements for the issuance of a Purchase Order to Modern Alloys Company of San Ramon in the amount of$2,961.00 for installation of 200' of guard rail on Marsh Creek Road .5 mile west of Deer Valley Road. This maintenance work is a Class I Categorical Exemption from Environmental Impact Report requirements. * (RE: Work Order 6116-661) (M) Item 16. VALLECITA DRIVE - SET ABANDONMENT BEARING - Alamo Area Vern S. Ryan has requested the abandonment of a portion of the existing cul-de-sac bulb at the easterly end of Vallecita Drive (Casa Vallecita) in the Alamo Area. Subdivision 4945 was required to extend Vallecita Drive approximately 300 feet and to construct a new 45 foot radius cul-de-sac. The extension of the road makes the existing turnaround unnecessary. A condition of approval of Subdivision 4945 required the applicant (Mr. Ryan) to request the abandonment of that portion of the existing turn-around in excess of that required for the new roadway. It is recommended that the Board of Supervisors set a date for Public public hearing on the proposed abandonment (10:45- a.m. December 6, 1977, is suggested) (LD) Item 17. SUBDIVISION MS 217-76 - APPROVE AGREEMENT - Oakley Area It is recommended that the Board of Supervisors approve a Deferred Annexation Agreement with Robert W. Heidelberger, et al, and authorize the Public Works Director to execute it on behalf of the County. The Agreement requires that the owners shall annex to any future drainage area, district or zone formed in the area to construct and maintain local drainage improvements. The document fulfills a condition of approval for Subdivision MS 217-76 as required by the Board of Adjustment. Owner: Robert W. Heidelberger 1107 E Street Antioch , CA 94509 Location: Subdivision NS 217-76 fronts at the terminus of a private road approximately 700 feet easterly of (Continued on next page) A G E N D A Public Works Department Pege 9 of. 15 NOW- 25, 1977 Item 14. SUBDI[TIST_ON MS 163-77 - KAVIVE ORDINANCE Rr-QUIREl-ST - Oakley Area It is recammended that the Board of Supervisors waive the requirement in the Ordinance Code, Title 9, for a consent to dedication for Subdivision PS 163-77. The owner has tried unsuccessfully.to obtain the consent from the United States of America, the present owner of the easement. Owner: Frank Planchon Route 1, Box 167 Oakley, CA Location: Subdivision MS 163-77 fronts on the northeast corner of Carpenter Road and Brown Road. (RE: Assessor's Parcel No. 034-020-004) (LD) (Agenda continues on next page) A G E N D A Public Works Department Paae S of 15 October 25, 1977 Item 11 Conti_^.ued: Owner: William Harrington 620 Lynn Avenue Antioch, CA 94509 Location: Subdivision _MS 273-76 fronts on the east side of Minne- sota Avenue, approximately 440 feet south of Randy Way. (RE: Assessor's Parcel No. 17-100-03, 11, 14) • (LD) Item 12. SUBDIVISION HS 217-76 - WAIVE ORDINANCE REQUIREMENT - pakleY Area It is recommended that the Board of Supervisors waive the require- ment in the Ordinance Code, Title 9,- for a consent to dedication for Subdivision MS 217-76. The owner has tried unsuccessfully to obtain the consent from the present owners of the easements. Owner: Robert W. Heidelberger 1107 E Street Antioch, CA Location: Subdivision ?AS 217-76 fronts at the terminus of a private road approximately 700 feet eastekly of Hillcrest Road approximately 1.5 miles northerly of Lone Tree. Way. (RE: Assessor's Parcel No. 053-040-023) (LD) Item 13. SUBDIVISION MS 256-76 - APPROVE AGREEMENT - Danville Area It is recom=cended that the Board of Supervisors approve the Deferred Improvement Agreement with Leo A. Brodeur, et al., and authorize the Public Works Director to execute it on behalf of the County. The document fulfills a condition of approval for Subdivision MS 256-7 as required by the Zoning Administrator. Owner: Leo A. Brodeur 1350 Country Lane Pleasanton, CA 94566 Location: Subdivision MS 256-76 fronts on the east side 'of Country Lane approximately 295 feet east of Finley Road. (REP: Assessor's Parcel No. 204-070-07) (LD) A G E N D A Public Works Department Page 7 of 15 October 25, 1977 W404. Item 9. SANITATION DISTRICT NO. 15 - ACCEPT EASEMENTS - Bethel Island Area It is recommended that the Board of Supervisors, as ex officio Govern- ing Board of Contra Costa County Sanitation District No. 15, accept the following listed easements and right,of way Contracts, authorize the Public Works Director to sign the Contracts on behalf of the Dis- trict, and authorize the County Auditor-Controller to issue warrants in the amounts specified, to be delivered to the Real Property Division for payment: Parcel No. Grantor Contract Date Payment 3 Reclamation District No. 799 9/30/77 $100.00 12 Dale R. Hennis 10/8/77 $100.00 12A Mildred J. Barton 10/8/77 $100.00 is Lloyd A. & Daisy B. Armstrong 10/13/77 $100.00 29 William B. & Rena A. Estes 9/29/77 $100.00 35 John Bittman, et al. 10/5/77 $100.00 (RE: Work Order 5400-927) (RP) Item 10. IST-NES E & E-1 - ACCEPT DEED - Brentwood Area It is recommended that the Board of Supervisors, as ex officio the Board of Supervisors of the Contra Costa County Flood Control and Water Conservation District, accept a Grant Deed and Right of Way Contract, dated September 29, 1977, from Joseph Sarmento and Filo mena Souza, and authorize the Public Works Director to sign said Con- tract on behalf of the District. It is further recommended that the County Auditor be authorized to issue.a warrant, in the amount of $4,200, payable to Title Insurance and Trust Company, Escrow No. CD236672, and deliver same to the Real Property-Division for payment. (RE: Work Order 8514-7521) (RP) Item 11. SUBDIVISION MS 273-76 - APPROVE AGREEMENT - Brentwood Area It is recommended that the Board of Supervisors approve the Deferred Improvement Agreement with William Harrington, et al., and authorize the Public Works Director to execute it on behalf of the County_ The document fulfills, a condition of approval for Subdivision MS 273-76 as required by the Board of Adjustment. (Continued on next page) A G E N D.A - Public Works Department Page 6 of 15 October 25, 1977 •001113 SUPERVISORIAL DISTRICT -IV Item 7. PORT CHICAGO EIGE'rMY A_aPW_ 1E AGREEXENT - Clyde Area it is recommended that the Board of Supervisors approve: 1. Supplement No. 5 to County-State Master Agreement Pio. 04-5928, which provides for Federal Aid Off-System P.oads Project funding for the realignment of two curves on Port Chicago Highway, north of Clyde; and 2. The advance payment of $22,710 to the California State Department of Transportation. The project cost is estimated to be $111,000; the total County share will be approximately $24,000. The remainder of the funds will come from federal and state sources. The new Supplemental Agreement super- sedes County-State Agreement No. 1 executed on January 18, 1977 (Resor lution 77/37). Construction is expected to begin in November. (RE: Project No. 4371-4311-661-76) (NOTE TO CLERK OF THE BOARD: Please return one fully executed ori- ginal aril two copies with authorizing resolutions to Public Works Department for further processing) . (RD) SUPERVISORIAL DISTRICT V Item 8. SUBDIVISION 4454 - ACCEPT SUBDIVISION - Oaklev Area It is recommended that the Board of Supervisors: 1. Issue an Order stating that the construction of improvements in Subdivision 4454 has been satisfactorily completed (with the ex- ception of minor deficiencies). 2. Accept as County Roads those streets which are shown and dedicated for public use on the map of Subdivision 4454 filed April 27, 1977, in Book 195 of Maps at page 47. Subdivider: F. B. & Gloria Stearns c/o Charles Pringle P. O. Box 305 Brentwood, CA 94513 Location: Subdivision 4454 is located on the east side of Highway 4 in the Oakley area. (LD) A G E N D A Public Works Department Page 5 of 15 October 25, 1977 NO-1-2 item 5. SUBDIVISI014 MS 28-77 - APPROVE AG_TiEEmENT - Walnut Creek Area It is recommended that the Board of Supervisors approve an Agreement with Frank E. Hayward, et al., and authorize the Public Works Direc- - ior to execute it on behalf of the County. , The Agreement provides for the owner to-grant to the County an addi- tional 10-foot strip of right of way along Boulevard Way at such time that the County acquires the remaining right of way for the ultimate . improvement of Boulevard Way. The document fulfills a condition of approval for Subdivision MS 28-77 as required by the Board of Appeals. Owner: Frank E. Hayward 1314 Milton Avenue Walnut Creek, CA 94596 Location: Subdivision MS 28-77 fronts on the southwest corner of Boulevard Way and Richard Lane. (RE: Assessor's Parcel No. 185=-230-08) (LD) Item 6. COUNTY SERVICE AREA R-6 - LEASE TERMINATION AND AMENDMENT Orinda Area It is recommended that the Board of Supervisors approve the following actions: (A) Terminate the Lease agreements dated July 1, 1975 between the County (Lessor) and Village Day Care Center (Lessee) and the Lease Agreement dated August 15, 1976, between the County (Lessor). and village Pre-School, Village Day Care Center (Lessee) as of October 1, 1977, for portions of the premises located at the Orinda Community Center, 26 Orinda Way, Orinda. (B) Authorize the Chai-=an of the Board to execute an Amendment to Lease between the County (Lessor) and Village Pre-School and Day Care (Lessee), as of October 1, 1977, for portions of the pre- mises located at the Orinda Community Center, 26 Orinda Way, Orinda. These actions amend the original Lease, dated July 1, 1975, and provide for the space terminated under (A) above at an increased total' monthly rental of $1,125 per month from October 1, 1977 to June 30, 1978, $1134 per month from July 1, 1978 to June 30, 1979, and $1224 per month from July 1, 1979 to June 30, 1980. The amendment also ex- tends the term of the original lease an additional two years, with provisions for subleasing. The above action is also recommended by the Citizens' Advisory Com- mittee for County Service Area R-6. (SAC) A G E N D A Public Works Department Page 4 of 15 - October 25, 1977 NMI• ' item 2 Continued: By letter dated October 6, 1977, the City agreed to pay all costs for this service pursuant to t-he provisions of County Resolution No. 1077. The estimated cast is approximately $1,200. (RE: Work Order No. 5537-658) (TO) Item 3. ALHAMBRN VALLEY ROAD - ACCEPT CONTRACT - Pinole Area The work performed under the contract for modification of the inter- section of Alhambra Valley Road and Castro Ranch Road was completed by the contractor, Mike Morgan Paving and Grading, of Walnut Creek, on October 14, 1977, in conformance with the approved plans, ,special provisions and standard specifications at a contract cost of .approxi- mately $25,000. It is recommended that the Board of Supervisors accept the work as complete as of October 14, 1977. In accordance with the provisions in Section A-4 of the contract special provisions, the contractor will be assessed $150 liquidated damages for the two calendar-day delay (at $75 per calendar-day) in completing the project. _ _ The County will be reimbursed for up to 90 percent of the project cost under the Federal-Aid High Hazard Safety Program. (RE: Project No. 1481-4379-661-77) (C) SUPERVISORIAL DISTRICT III Item 4. NEWELL AVENUE - ACCEPT CONTRACT - Walnut Creek Area The work performed under the contract for installation of 560 linear, feet of reinforced concrete pipe and seven drainage inlets at the" intersection of Newell Avenue and Circle Drive was completed by the contractor, D.C.M. Construction, of Auburn, on September 23, 1977, in conformance with the approved plans, special provisions and stan- dard specifications at a contract cost of approximately $20,000. It is recommended that the Board of Supervisors accept the work as complete as of September 23, 1977. The work was completed within the allotted contract time limit. (RE: Project No. 3844-4369-661-77) (e) A_ G E N D A Public Works Department Page 3 of 15 October 25, 1977 001)10 Reno--t B Continued: area in the San Ramon Valley. The corridor may become important for passenger service in the future. In the opinion of the Public Works Department and the Planning Department, preservation of this trans- portation corridor is of great importance to the County as a whole for economic and environmental reasons.' The State of California is presently preparing a statewide rail plan which will examine, .among other things, the importance of this line in a statewide context. Based on these considerations, it is recommended that: 1. The Board oppose discontinuance of rail service between Dougher- ty Station in Alameda County and Crow Canyon Road in Contra Costa County: 2. The Board oppose removal of the track and abandonment of the right of way of the San Ramon Branch Line between Dougherty Station in Alameda County and Concord Avenue in Concord until the State of California Rail Plan has been adopted. 3. If, on the basis of the California Rail Plan, this line is deemed. not to be of statewide interest, the Board requests another pub- lic hearing be held to determine conditions of track removal and right-of-way abandonment. It is further recommended that the Public Works Director and County Counsel be directed to represent the County and any cities, that so request, at the Interstate Commerce Commission hearing. (TP) SUPERVISORIAL DISTRICT I No Items SUPERVISORIAL DISTRICT II Item 1. ALDER LAN£ - SET ABANDONMENT BEARING - Martinez Area Joseph F. Swicegood has requested the abandonment of a portion of Alder Lane, between Crest Avenue and Bush Street, in the Martinez area. It is recommended that the Board of Supervisors set a date for public hearing on the proposed abandonment. (10:45 a.m., December 6, 1977 is suggested) . . (LD) Item 2. AUTHORIZE TRAFFIC SIGNAL TESTING SERVICES - Martinez Area At the request of the City of Martinez, it is recommended that the Board of Supervisors authorize the Public Works Director to perform operational testing services on two of the City's new traffic signal controllers and cabinets. (Continued on next page) A G E_ N D A W1n1� Public Works Department Page 2 of 15 V17���v .. - October 25, 1977 CONTRA COSTA COUNTY PUBLIC WORKS DEP.AtM'3&%IT Martinez, California TO: Board of Supervisors FROM: Ver--on L. Cline Public Works Director SUBJECT: Public Works Agenda for October 25, 1977 REPORTS Report A. WORKSHOP ON TRAFFIC CONTROL DEVICES In the past few years, the Public Works Department has received ,a steadily increasing amount of complaints about speeding in..resi- dential areas. The remedy that comes most often to the mind of citizens plagued with the problem is the installation of stop signs. Unfortunately, it has been this department's experience, and the experience nation- wide, that installation of stop signs do not do the job, and may actually be counterproductive; however, this is difficult to explain to the public. Uniformity of application of Board of Supervisors` policy is very important in as diverse a County as ours_ In the opinion of this department, it might be helpful to schedule a workshop to discuss this subject, as the Board did some months ago on tra sit. This will permit in-depth examination of the prob- lem by all concerned parties and give the Board an opportunity to provide the department with policy guidance. If the Board desires to schedule such a workshop, November 8, 1977, at 2:00 p.m., is suggested. (MLK) Report B. PROPOSED ABANDONMENT OF THE SOUTHERN PACIFIC RAILROAD, SAKI XU40N BP-!L CH LINE On September 28, 1976, the Board of Supervisors opposed the proposed abandonment of the Southern Pacific Transportation Company San Ramo._ Branch Line and requested that the Interstate Commerce Commission hold public hearings to provide an opportunity to examine all rele- vant facts_ The Public Works Department has been notified that the Interstate Commerce Commission will hold a public hearing on Novem- ber 1, 1977, at 9:30 a.m., in the meeting room of the Great Western Savings and Loan Building, Mount Diablo Boulevard at Main Street, Walnut Cree::. The San Ramon Branch Tine offers, at present, a transportation cor- ridor which pe=its the movement of goods as a supplement to the local highway network. This line now serves the industrially zone? (Continued on next page) A G E N D A Public Works Department Page 1 of 15October 25, 1977 To: Board of Supervisdrs From: County Administrator Re: Recommended Actions 10-25-77 Page: 4. VII. REAL ESTATE ACTIONS 10. Authorize Chairman, Board of Supervisors, to execute renewal lease between County and W. H. Ahern, Trustee, for premises at 3431 Macdonald Avenue, Richmond, for continued occupancy by the Social Service Department. 11. Authorize Chairman, Board of Supervisors, to execute month to month rental agreement between County and Tenth and Bissell Associates .for"premises at 315 Marina Way, Suite 105, Richmond, for -use-by the Social Service Department. VIII.OTHER ACTIONS 12. Accept as complete as of September 30, 1977 weed abatement work performed under contract dated April 1, 1977 by C. J. Simms Co., Inc., for Contra Costa County Fire Protection District, as recommended by Fire Chief A. V. Streuli. 13. Declare as surplus property and authorize County Purchasing Agent to sell one 35 mm microfilm camera, as recommended by the County Clerk. T 14. Authorize Chairman, Board of Supervisors, to sign application to be submitted to the U.S. Department of Health, Education and Welfare requesting $3,835 in Federal funds to be used by County Medical Services for purchase of materials for the Medical Library, as recom- mended by the Director, Htmsan Resources Agency. 15. Adopt resolution providing for the borrowing of funds and the issuance and sale of temporary notes for fiscal- year 1977-1978 in accordance with prior authorization and accepted bid, and authorize Chairrman,' Board of Supervisors, to execute necessary documents, as recommended by the County Treasurer-Tax Collector. 16. Acknowledge receipt of letter from County Administrator relating to control of abandoned vehicles, and as recom- mended therein direct Clerk to arrange for introduction of applicable ordinance. NOTE Following presentation of the County Administrator's agenda, the Chairman will ask if anyone in attendance wishes to comment. Issues will be carried over to a later time if extended discussion is desired. DEADLINE FOR,AGENDA ITEMS: WEDNESDAY,. 12 NOON . .00W To: Board of Supervisors From: County Administrator Re: Recommended Actions 10-25-77 Page: 3. V. CONTRACTS AND GR.;ONTS 9. Approve and authorize Chairman, Board of Supervisors, to execute agreements between County and agencies as follows: Agency se Amount Period (a) P.E.R.L. & (a) Prepare EIR $7,000* 10-26-77 Associates for rezoning to 2170-RZ ,6-30-78 (b) Prepare EIEC $2,800* for minor sub- division :85-77 *Paid by developer. (b) John Wallace, Social Service $250 11-15-77 Ph.D. staff training to 2-7-78 (c) Adeline Audiology services $1,000 9-1-77 McClatchie at George Miller, to Jr. Center west 6-30-78 (d) City of To continue Second $14,000 7-1-:77 Clayton Year Community to Development funding 6-30-78 of Activity :37 (e) U.S. Conduct Epidemi- $126,884 11-1-77 Environmental ological Study of (First to Protection incidence of year 10-31-79 Agency (EPA) Cancer as related Federal to Industrial grant)* Emissions in speci- fied parts of County (su)mission of project grant authorized by B/S on 7/5/77) *A second year grant of $141,128 in Federal funds is anticipated. VI. LEGISLATION None. oohs To: Board of Supervisors From: County Administrator Re: Recommended Actions 10-25-77 Page: 2. III. APPROPRIATION ADJUSTMENTS 3. County Library. Add $400 to replace typewriter• stolen from the £1 Sobrante Library. 4. Office of Community Services. Adjust appropriations for the Energy Conservation Project resulting in a net budget reduction of $8,236. S. Planning. Appropriate $22,440 received from developers for preparation of environmental impact reports.. 6. Social Service. Appropriate additional State revenue 0f $25,098 for child day care programs. 7. Auditor-Controller (Various Fire Districts) . Reduce 1977-1978 budgets for the following County fire districts to conform to the maximum tax levy, pursuant to Government Code Section 29105: Fire Protection District Budget Item Amount West Countv Reserve for Contingency $66,474 Oakley Reserve for Contingency $ 3,656 Crockett- Fixed Assets $17,800 Carquinez Reserve for Contingency 5,000 Services & Supplies 3,328 $26,128 Eastern Services & Supplies $ 1,938 Byron Fixed Assets $5,938 Reserve for Contingency 3,916 $ 9,854 S. Internal Adjustments. Changes not affecting totals for tte io_ owing budget units: Public Works, Auditor- Controller (Flood Control Zone 2, County Service Area LIB-11) , Planning. IV. LIENS AND COLLECTIONS None. U1� OFFICE OF COUNTY" ADMINISTRATOR CONTRA COSTA COUNTY Administration Building Martinez, California To: Board of Supervisors Subject: Recommended Actions October 25, 1977 From: Arthur G. Will, County Administrator I. PERSONNEL ACTIONS 1. Reclassification of positions as follows: Cost Department Center From To Health 0450 Human Services Human Services Worker I-CETA Worker II-CETA II. TRAVEL AUTHORIZATIONS 2. Name and Destination Department and Date Meeting (a) O. H. Wood, M.D. Washington, D.C. Presentation, Health 10-29-77 to 11-4-77 HEW-EPSDT, (time only) American Public Health Associ- ation Meeting (b) J. Khanna, M.D. Same Same Health (c) D. R. Meyers Same Same Health (d) Rent Little Phoenix, Arizona First International Health 11-8-77 to 11-10-77 Conference on (time only) Substance Abuse (e) Gordon Strain Lake Tahoe, Nevada Far West Equipment Sheriff-Coroner 10-31-77 to 11-1-77 Dealers Association Convention (f) G. Ward South Lake Tahoe, NV California Narcotic Sheriff-Coroner 11-1-77 to 11-4-77 Officers Associ- ation Annual Training Conference 00004 Board of Supervisors' Calendar, continued October 25, 1977 15. LETTER from Mr. W. J. Brick, Walnut Creek, urging that the Board support continuation of Greyhound Lines bus service until BART service is increased and improved. RFX.ER TO PUBLIC WORKS DIRECTOR 16. LETTER from General Manager, East Bay Municipal Utility District, transmitting copy of resolution adopted by the District Board of Directors continuing the present classification of temporary emergency distribution facilities in the Oakland-Berkeley hill area, thereby precluding use of the facilities for domestic water service. REFER TO DIRECTOR OF PLAINNING 17. LETTER from Project Manager, State Assembly Office of Research, seeking county assistance with respect to preparation of inventory of property zoned for mobilehome parks. REFER TO DIRECTOR OF PLA.'7NING Items 18 - 23: DEFORMATION (Copies of communications listed as information items have been furnished to all interested parties.) 18. LETTER from Secretary, State Health and Welfare Agency, transmitting information with respect to reorganizational structure of the Agency effective July 1, 1978. 19. LETTER from Town Manager, Town of Moraga, advising that the Town Council approved funding of the Narcotics Strike Force from January to June 1978 and recommended that every effort be made to provide a permanent program satisfactory to Contra Costa cities and the Board of Supervisors. 20. • MEMORANDUM from Director, Human Resources Agency, (in response to Board referral) Advising that the complaint of Mr. L. V. Olsen with respect to garbage and litter problems in the.Danville area has been investigated and the matter has been abated by a Sanitarian from the County Health Department staff. 21. LETTER from Secretary-Treasurer, Central Labor Council of Contra Costa County, urging that the Board oppose any action to endorse the Anti-Labor Initiative during the Annual Convention of the County Supervisors Association of California. 22. RESOLUTION adopted by the Walnut Creek City Council giving notice of proposed annexation (Bont Lane Annexation) of uninhabited terri- tory to the City. 23. LETTER from Executive Director, County Supervisors Association of California, transmitting brochure which outlines specific services available through the CSAC Unemployment Compensation Cost Control Program. Persons addressing the Board should complete the form orovided on the rostrum and furnish the Clerk with a written Copy of_their presentat on. DEADLINE FOR AGENDA ITEMS: WEDNESDAY, 5 P.M. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . The Finance Committee (Supervisors R. I. Schroder and J. P. Kenny) meets the 1st and 3rd Mondays of each month, 9:00 a.m., Room 108, County Administration Building, Martinez. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Board of Supervisors' Calendar, continued October 25, 1977 6. INTRODUCE ordinance amending the Ordinance Code pertaining to S-2 Sign Control Zoning District and political sign changes, waive reading, and fix November 1, 1977 for adoption. 7. ADOPT ordinances (introduced October i8, 1977) as follows: a. Amending the Ordinance Code pertaining to existing weight limits for garbage trucks and deleting First Street and a portion of Central Street (North Richmond) from Code provisions; b. Amending the Ordinance Code requiring off-street parking spaces for residential lots existing prior to September 9, 1971; c. No. 77-104 rezoning land in the Danville area (application of Lawrie Development Company, 2151-RZ); and d. No. 77-105 rezoning land in the Danville area (application of Nathan dart, 2135-RZ) . 8. FIX November 22, 1977 at 11:00 a.m. for hearing on recommendation of the Planning Commission with respect to the request of Mr. Charles Pringle, 2145-RZ, to rezone land in the Brentwood area. 9. FIX November 22, 1977 at 11:05 a.m. for hearing on the appeal of Mr. J. P. Loving from Board of Appeals conditional approval of Development Plan No. 3012-77, D. C. Development & Construction Company, applicant, Walnut Creek area. 10. DENY the claims of Clement A. Viano and Conrad V. Viano; Frank P. Porter; Salvador Nieves, Jr.; Frank P. Porter, Jr.; and the amended claims of W. Houts, et al, and Jennifer Paige Baker. items 11 - 17: DETEE0XMINATION (Staff recommendation shown following the item.) 11. MEMORANDUM from Director, Human Resources Agency, advising of the resignations of four members of the Contra Costa County Alcoholism Advisory Board and that said Board requests permission to seek qualified replacements to fill the vacancies. ACCEPT RESIGNATIONS, ISSUE CERTIFICATES OF APPRECIATION AND APPLY POLICY ON APPOINT- MI TS TO BOARDS AND COMMISSIONS 12. MEMORANDUM from Director, Human Resources Agency, recommending- appointment of Howard Taekman, M.D., as Alameda-Contra Costa Medical Association representative and Mr. Jim Valentine as East Bay Hospital Conference representative on the Emergency Medical Care Committee of Contra Costa County and adoption of up-to-date membership roster which reflects individual terms and categories of representation on said Committee. APPOINT NOMINEES AND CONFIRM COMMITTEE MEMBERSHIP 13. LETTER from General Manager, Contra Costa County Employees Associa- tion, Local No. 1, appealing grievance determination made on behalf of Employee Relations Officer relating to employee performance evaluation report for Mr. Charles Johnson. DIRECT PARTIES TO SUBMIT GRIEVANCE RECORD AND WRITTEN PRESENTATIONS AND RECOMMENDATIONS FOR BOARD DETERMINATION ON NOVEMBER 8, 1977 AT 11:05 A.M. 14. LETTER from M_ John C. Love requesting that the County waive penalties on delinquent taxes placed in escrow for sale of Sheraton Inn at Buchanan Field. REFER TO COUNTY TREASURER-TAX COLLECTOR FOR REPORT 0M J�IMES P.KENNY.R.C...WIIIO CALENDAR FOR THE BOARD OF S1:97—ERVISORS WARREN N.B000ESS 1ST OISMCT �v NANCY C.FAtIDEK wRTrNE� ROBERT t CONTRA COSTA COUNTY y•A SCHR CMROOER 2ND WsTRK:7 VICE G.AIRMAM ROSERTt,SCHRODER.LAFATETTE ALIO SOR JAMES R.OLSSON.COuWY CLERK 3RD OISTR1Cr WARREN N BOGGESS.CONCORD SPECIAL DISTRICTS GOVERNED BY THE BOARD "iO Ea MRS..GERSER CLERK OrALDINE RUSSELL BOARD SELL ar..DISTRICT BOARD CKA648EIII&ROOM IO'T.AOMMISYRATION RIILONC. C..IEF CLERK ERIC N.HASSELTINE.PITTSBURG 57«DISTRICT •tl s"ft t PHONE 94151372,2371 MARTINEZ CALIFORNIA 94553 TUESDAY OCTOBER 25, 1977 The Board will meet in all its capacities pursuant to Ordinance Code Section 24-2.402. 9:00 A.M. Call to order and opening ceremonies. Consider recommendations of the Public Works Director. Consider recommendations of the County Administrator. Consider "Items Submitted to the Board.f1 Consider recommendations and requests of Board members. Consider recommendations of Board Committees. 9:45 A.M. Service Pin Awards. 10:00 A.M. Executive Session (Government Code Section 54957.6) as required or recess. 10:45 A.M. Hearing on proposed abandonment of a portion of Withers Avenue, Lafayette area; Planning Commission recommends approval. 10:50 A.M. Hearing on Planning Commission recommendation with respect to the application of Ruben Reinche (2139-RZ) to rezone land in the Oakley area. If approved as recommended, introduce ordinance, waive reading, and fix November 1, 1977 for adoption. 10:55 A.M. Hearing on application of tor. C. Papaionnou for transfer of partial ownership of his cardroom license (to include his wife) and to increase the number of tables and hours of opera- tion at the Comer Club, West Pittsburg. 11:15 A.M. Presentation by Mrs. Dorothy Sakazaki on road and traffic problems in the Vine Hill area. ITEMS SUBKTTI'TED TO THE BOARD ITEMS 1 - 10: CONSENT 1. AUTHORIZE changes in the assessment roll and cancellation of certain penalties on unsecured tax roll. 2. AUTHORIZE execution of agreements for construction of private improvements in Subdivision 4861, Walnut Creek area, and Minor Subdivision 28-77, Walnut Creek area. 3. AC124OWLEDGE receipt of report of accounts written off by the County Auditor-Controller, pursuant to Board policy as set forth 'in its Resolution No. 74i640. 4. APPOINT Directors (in lieu of election) to various districts, pursuant to Elections Code Section 23520. 5. FIX December 6, 1977 at 1:30 p.m. for hearing on recommendation of Planning Commission with respect to proposed amendment to the County General Plan for the East County area. The following are the calendars prepared by the Clerk, County Administrator, and Public Works Director for Board consideration.