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HomeMy WebLinkAboutMINUTES - 01101978 - R78A IN 2 The following are the calendars prepared by the Clerk, County Administrator, and Public Works Director for Board consideration. 00001 JAMES P KENNY.RIC"mOND CALENDAR FOR THE BOARD OF SUPERVISORS WARREN N 5GGG455 1_T CISTRICT CHAIRMAN NANCY C.FAHOEN.MARTINEZ CONTRA �TTRA COSTA COUNTY ROBERT I.SCHRODER 2-.^DISTRIC— LICE CHAR MAf• ROBERT I SCHRODER.LAFAYETTE AND FOR JAMES R.OLSSON.CouNrf CLERK 3RD DISI RICT AND Ex OFFICIO CLERK OF TnE 2GAR WARREN N.BOGGESS.CONCORD SPECIAL DISTRICTS GOVERNED BY THE BOARD I MRS.GERALDINE Rl!SSELL ATr .^.1ST?ICT ' BOARD CHAMBERS.ROOM 107.ACMINISTRATION BUILDING CHIEF CLERK ERIC H.HASSELTINE.PITTSBURG PO BOx 911 PHONE(415)372.2371 STH DISTRICT MARTINEZ CALIFORNIA 94553 TUESDAY JANUARY 10, 1978 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. " Consider recommendations and requests of Board members . Consider recommendations of Board Committees . 9: 45 A.M. Executive Session (Government Code Section 54957 .6) as required or recess. 10:30 A.M. Organization of the Board for 1978. Election of Chairman 7. Invocation Remarks of Outgoing Chairman Remarks of Incoming Chairman Election of Vice Chairman Remarks of Vice Chairman Remarks of other Supervisors ITEMS SUBMITTED TO THE BOARD ITEMS 1 - 7 = CONSENT 1. AUTHORIZE cancellation of certain tax liens . 2 . AUTHORIZE execution of agreements for construction of private improvements in Minor Subdivisions 22-77, Kensington area, and 20-77, Alamo area. 3 . ACCEPT as complete construction of private improvements in Minor Subdivisions 31-77, Diablo area, and 168-76 , Walnut Creek area; exonerate bonds and authorize refund of cash security deposit as reouired. 4 . ADOPT ordinances (introduced January 3, 1978) as follows : No . 78-4 rezoning land in the Alamo area (application of Leonard T . .i azr.in, 2174-RZ) ; and No. 78-5 repealing Title No. 9 (Subdivision Ordinance) and reenacting same in amended form to conform to State Subdivision Mao Act . "(WW2 Board of Supervisors ' Calendar, continued January 10, 1978 5 . X Febr;:awy, 7, ':976 at 11:00 a.m. for hear ing on appeal of Gary Green et a1 from San Ramon Valley Area Planning Commission approval of Minor Subdivision 192-77, Alaho area (W. A. Almquist, owner) . 6. CONFIRM :eras of office for county representatives on the Board of Directors o: the Eastern Contra Costa Transit Authority. 7. DWY the amended claim of Juanita Buford and the application of Eva M. Stanley to present a late claim. ITEMS 6 - 15: DETERMINATION (Staff recommendation shown .oi ow+ng the item.) 8. LETTER from Chairman, Contra Costa Courty .Transportation Advisory Committee, advising that the Committee has essentially accomplished its purpose, but recommending that termination not be effectuated until comments have been received from the Mayors' Conference and other Committee members. FIX FEBRUARY 14, 1976 AT 10:45 A.M. FOR DECISION ON DISSOLUTION Or CW91I' TEVE 9 . :EMORA:1DUM from Director of Planning indicating terms and membership of the Overall Economic Development Committee. APPROVE APPOi iT.%M-IT OF EX=STI::G XEIMBE.RS FOR L"4O-YEA.R CR ONE-tE AR TERriS AS SPECIFIED 10. LE"'.' from :Jr. Eva Baldocebi tendering his resignation from the Board of Directors of the Contra Costa Resource Conservation District and memorandum fr u om County Counsel citing procedures applicable tc appointment to said position (vacancy to be filled pursuant to 3overnmert Code Section 1780) . ACCEPT RESIGNATION 11. MEM1CRANDUM from Director of Planning recommending refund of a $300 park dedication fee paid by 1r. Steven K. Young in connection with issuance of Building Permit No. 58382. APPROVE RECOMT�'"r.NDATIO;+ 12. LETTER from San Francisco Area Director, U.S. Department of Hcus.lng and Urban Development, relating to establishment of goals :or evolvement of minority-owned business enterprises in the Community Development Block Grant Program. REFER TO DIRECTOR OF PLANNING 13. LETTER from -xecutive Director, Association of Hay Area Governments, advising that ABAG is giving the County the cardiopulmonarf resuscitation. (CPR) equipment previously leased as training aids . REFER TO DIRECTOR, F.711IA.Y RESOURCES AGENCY 14. LETTER from Civic Center Planning i Parking Group submitting progress report on Count? Civic Center parking problem and recommending development of car pool incentives with preferential parking privileges. REFER TO COUNTY ADMINISTRATOR 15. LETTER from Chairman, Contra Costa County Juvenile Justice Commission and Delinquency Prevention. Commission, advising of actions taken with respect to Federal disapproval of the Juvenile Justice and Delinquency Prevention Act component of the California Comprehen- sive Plan for fiscal year 1973, and suggesting that the Board consider taking similar action. REFER TO COUNTY ADMINISTRATOR (Copies of cc=%.,.,:&ca.._cns i♦s„e as ins crmat_or. items have been ur-..ished tc all interested parties. ) "6. LE+'TER from j. 1. Unruh-,, State Treasurer., ad Ising of ac r. ti =ns take in Bankruptcy r.oceac_&.:s a fect_..z island :zec+amaCicn District 2090 . 90003 Board of Supervisors' Calendar, continued January 10, 1978 17. LETTER from Program Manager, San Francisco Area Office, U.S. Depart- ment of Housing and Urban, Development , advising that staff has reviewed the Urban County Cooperation Agreements for Community Development Block Grant funds and found them to be acceptable . Persons addressing the Board should complete the form provided on the rostrum and furnish the Clerk with a written copy of their presentation. - DEADLINE FOR AGENDA ITEMS: WEDNESDAY, 5:00 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. . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PIOTICE OF 14TIINGS O ?UBLIC IiFT�ST (For additional information please phone the number indicated) San ,_ancisco Bay ConserQation and Development Commission 1st and 3rd Thursdays of the month - phone 557-3686 Association of Bay Area Govern.=ent3 3rd Thursday of the month, - phone 841-97;0 East Bay Regional Pars District is t and 3rd Tuesdays of the month - phone 531-9300 Bay Area ii_- Pollution Control District 1st, 3rd and 4th Wednesdays of the month - phone 771-6000 Metropolitan Transportation Commission 4th Wednesday of the month - phone 849-3223 Contra Costa County Water District lst and 3rd Wednesdays of the month; study sessions all .other Wednesdays - phone 682-5950 00004 OFFICE OF COUNTY ADMINISTRATOR CONTRA COSTA. COUNT Administration Bui+ding _ Martinez, California To: Board of Supervisors Subject: Recommended Actions January 10, 1978 From: Arthur G. :.ill County Administrator I. PERSONNEL ACTIONS 1. Additions and cancellations of positions as follows: Cost Department Center Addition Cancellation Auditor- 5594 1 Account -- Controller Clerk I- Project Civil 581 1 Microfilm -- Service Technician-CETA (PSE - 6 Clerk-CETA CETA Title VI) 9 Typist Clerk Trainee-CETA 4 Probation Aide-CETA 1 .Victim/Witness Assistance Aide-CETA II. TRAVEL AUTHORIZATIONS None. III. APPROPRIATION ADJUSTMENTS 2. Sherif-Coroner. Appropriate $127,117 of reverueto be received from cities and add $56,000 of county funds to continue countywide Narcotics Strike Force through June 30, 1978 in accordance with Board of Supervisors approval on December 6, 1977. 3. Internal Adjustments. Changes not affecting totals for following budget units: County Medical Services (2) , Public Works (Garages, Sewage, Waste & Water) , District Attorney. 90005 To: Board of Supervisors From: County Administrator Re: Recommended Actions 1-10-78 Page: 2. _ IV. LIENS AND COLLECTIONS None. V. CONTRACTS AND GRANTS 4. Approve and authorize Chairman, Board of Supervisors, to execute agreements between County and agencies as follows: Aaencv Purpose Amount Period (a) Betty Fielding Medical Services $400 12-15-77 staff consultation to. & instruction -in 6-1-78 "Mental Health Problems Associated With Aging" (b) State of Weatherization Additional 1-1-78 California Assistance Pro- $11,300 to (EDD-State gram for low 3-31-78 Economic income persons Opportunity (state funded) Office) (c) Home Health amend existing $14,007 10-1-77 & Counseling, Nutrition Project (additional) to Inc. for the Elderly 9-30-78 to provide cost of living increase for contractor's employees and meal site in Pittsburg (d) Community County Hospital $160,000 12-1-77 Health Care laundry services to Services 11-30-78 VI. LEGISLATION None. 00006 . n !/� 006 • 1 To: Board of Supervisors From: County Administrator Re: Recommended Actions 1-10-78 Page: 3. VlI!. REAL ESTATE ACTIONS 5. Authorize Chairman, Board of Supervisors, to execute a lease between the County and Duffel Financial Construction Company for the premises at 1070 Concord Avenue, Suite 160, Concord, for use by the Justice Automated Assistance Committee. VIII.OTHER ACTIONS '6. Declare certain county laundry equipment surplus and authorize its sale by the County Purchasing Agent pursuant to County Ordinance Code Section 1108.2-212, as recommended by the Director, Human Resources Agency. 7. Authorize Director, Human Resources Agency, to execute Subgrant Modification Agreements with certain CETA Title VI PSE Project and Sustainment Program Subgrantees in order to reprogram CETA funds in accordance with Department of Labor regulations. 8. Authorize Director, Human Resources Agency, to submit letter to State Denartment of Education declaring County's intent to submit formal funding application for continuation of Child Development Nutrition Education Project during fiscal year 1978-1979. 9. Acknowledge receipt of letter from- County Administrator furnishing background information on the Weimar Medical Center property and citing expenditures and revenue resulting from its sale. 10. Adopt Resolution implementing Government Code Section 31529.5 authorizing the County Retirement Board to contract for legal services with outside attorneys in situations of conflict of interest or other compelling reasons, as recommended by the Retirement Board and concurred with by County Counsel. 11. Acknowledge receipt of letter from County Administrator and, as recommended therein, adopt resolution providing that compensation of Juvenile Court Referees and of Family Law Commissioner shall be fixed at 75% of the salary of a Superior Court Judge and clarifying applicable benefits. 12. Consider adoption of an -urgency ordinance amending the County Ordinance Code to reduce the required minimum age of ambularic-- drivers from 21 years to 18 years for conformance with State law, as recommended by the Health Officer and Human Resources Director. DEADLINE FOR AGENDA ITM!S: WEDNESDAY, 12 NOON 09007 ' CONTRA COSTA COUNTY PUBLIC WORKS DEPARTMENT Martinez, California TO: Board-of of Supervisors FROM: Vernon L. Cline Public Works Director SUBJECT: Public Works Agenda for January 10, 1978 REPORTS None SUPERVISORIAL DISTRICT I No Items SUPERVISORIAL DISTRICT II Item 1. SUBDIVISION MS 70-77 - CORRECT PREVIOUS ACTION - EI Sobrante Area It is recommended that the Board of Supervisors rescind its Order of December 27, 1977, accepting for recording only an Offer of Dedica- tion for Roadway Purposes, dated December 10, 1977, from Raymond H. Edwards, et al. , for Subdivision MS 70-77. It is further recommended that the Board accept an Offer of Dedica- tion for Drainage Purposes, for recording only, dated December 30, 1977, from Raymond H. Edwards, et al. , for Subdivision MS 70-77. This document replaces the Offer of Dedication accepted on December 27, 1977, as the purpose of the original dedication is in error. Owner: Raymond H. Edwards 5849 San Pablo Dam Road E1 Sobrante, CA 94803 Location: Subdivision MS 70-77 fronts on the northeast side .of San Pablo Dam Road, approximately 600 feet northwest of Castro Ranch Road. (LD) SUPERVISORIAL DISTRICT III Item 2. SUBDIVISION 5028 - APPROVE MAP AND AGREEMENT - Walnut Creek Area It is recommended that the Board of Supervisors approve the Final Map and Subdivision Agreement for Subdivision 5028. Subdivider: Warren S. Richards 718 Ivanbark Ct. Orinda, California 94563 (Continued on next nage) A_ G E N D A Public Works Department Page 1 of 7 January 10, 1978 00008 Item 2 Continued: Location: Subdivision 5028 is located on Walnut Boulevard across from Scotts Lane. (LD) Item 3. SUBDIVISION 5238 - APPROVE MAP - Walnut Creek Area It is recommended that the Board of Supervisors approve the Final Map for Subdivision 5238. Owner: Silverwood Development Company 1033 Detroit Avenue Concord, CA 94520 Location: Subdivision 5238 is located on the west side of Bancroft Road north of Ygnacio Valley Road. (LD) Item 4. SUBDIVISION 4829 - APPROVE MAP AND AGREEMENT - Walnut Creek Area It is recommended that the Board of Supervisors approve the Map and Subdivision Agreement for Subdivision 4829. Owner: Silverwood Development Company 1-033 Detroit Avenue i Concord, CA 94520 i Location: Subdivision 4829 is located on the west side of Bancroft Road east of Ygnacio Valley Road. (LD) Item 5. SUBDIVISION 5028 - APPROVE AGREEMENT - Walnut Creek Area It is recommended that the Board of Supervisors approve the Deferred Improvement Agreement with Harold K. Bellows, 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 5028 as required by the Planning Commission. f Owner: Harold K. Bellows 4112 Walnut Blvd. Walnut Creek, CA 94596 f Location: Subdivision 5028 fronts for approximately 170 feet on the north side of Walnut Boulevard just north of the inter- section with Scotts Lane in the Walnut Creek area. (RE: Assessor's Parcel No. 180-301-01) w i (LD) A_ G E N D A Public Works Department .Page 2 of 7 January 10, 1978 09009 Item- 6. SUBDIVISION t:S 116-77 - APPROVE AGREEMENT - Walnut Creek Area It is recommended that the Board of Supervisors approve the Deferred Improvement Agreement with Joseph R. Richardson, 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 116- 77 as' required by the Zoning Administrator. Owner: Joseph R. Richardson 110 Shady Lane Walnut Creek, California 94596 Location: Subdivision MS 116-77 fronts on the southeast corner of Walden Road and Shady Lane. (RE: Assessor's Parcel No. 173-012-06) (LD) SUPERVISORIAL DISTRICT IV No Items SUPERVISORIAL DISTRICT V tem 7. SUBDIVISION MS 138-77 - ACCEPT INSTRUMENTS - Oakley Area It is recommended that the Board of Supervisors accept the Relinquish- ment of Abutters' rights and accept, for recording only, the Offer of Dedication for Roadway Purposes, both documents dated December 16, 1977, from Bobby J. Helms and Rosaline Helms. These documents fulfill conditions of approval for Subdivision MS 138-77, as authorized by the Zoning Administrator. it is further recommended that County Ordinance Code, Section 94-4.414, which requires that the owners of all existing easements within areas to be conveyed to Contra Costa County, consent to the conveyance of those areas and subordinate their rights. The United States of America has an'easement and will not subordinate its rights and the lack of subordination will not adversely affect the rights of the County. Owner: Bobby Helms 115 Hillside Drive Antioch, California 94509 Location: The property involved in Subdivision MS 138-77 fronts for approximately 660 feet on the north side of Laurel Road, 660 feet east of O'Hara Avenue. (RE: Assessor's Parcel No. 035-220-003) (LD) _ G E N D A_ Public Works Department Page 3 of 7 January 10, 1978 00010 Item 8, CONTRA COSTA COUNTY SANITATION DISTRICT NO, 15 ., APPROVE.AGREE-- M£NT -' Bethel Island Area It . is recommended 'that the Board of Supervisors, as ex officio the Governing Board of Contra Costa County Sanitation District No. 15, approve and authorize the Chairman to execute an agree- ment, providing for the construction of water supply facilities and sewerage facilities for Land Use Permit 258-71, between District No. 15 and Donald C. Wallace, Jr. and George S. Hedley, Jr. (RE: Work Order No. 5404-658) (EC) Item 9. CONTRA COSTA COUNTY SANITATION DISTRICT NO.' 15 - ACCEPT EASEMENTS AND DEED - Bethel Island Area It is recommended that the Board of Supervisors, as ex officio the Governing Board of Contra Costa County Sanitation District No. 15, accept the following easements and deed from George S. Hedley, Jr. , covering sewerage and water facilities as follows: 1. Easement dated December 6, 1977, for sewer lines, pump stations, and access road. 2. Easement dated December 6, 1977, for access to sewage treat- went plant using roads in the Willow Mobile Home Park. 3. Easement dated December 6, 1977, for sewage treatment plant, storage lagoons and irrigation area. 4. Grant Deed dated December 6, 1977, for water supply and access road. (RE: Work Order No. 5503-927) (EC) Item 10. RECOMMENDATIONS ON AWARD OF CONTRACTS The Public Works Director will present recommendations on the award of contracts for which he has received bids. (ADM) A G E N D A Public Works Department Page 4 of 7 January 10, 1978 00011 r , GENERAL Item 11. VARIOUS SUBDIVISIONS - DETERMI14ATION OF UTILITY EASEMENT RIGHTS It is recommended that the Board of Supervisors make a determina- tion that the division and development of- the properties described below in . the manner set forth on the respective final maps and parcel maps will not unreasonably interfere with the free and complete. -exercise of the public utility rights-of-way or easements. This determination is necessary to allow the filing of the respec- tive final maps and parcel maps without the signatures of the public utilities or entities involved. Subdivision MS 175-77 Owner: Orbrie L. Keys P.O. Box 24 Byron, California 94514 Location: Subdivision MS 175-77 is located on the easterly side of the northerly terminus of Washington Street and 200 feet on the northwesterly side of Railroad Avenue, in the Byron area. Subdivision 4999 Owner: Falender Corporation 1885 Oak Park Blvd. Pleasant Hill, CA94523 Location: Subdivision 4999 is located on the north side of Stone Valley Road approximately one fourth (4) mile east of Roundhill Drive in the Danville area. Subdivision .5189 Owner: Dame' Construction Co. 2070 San Ramon Valley Blvd. San Ramon, CA 94583 Location: Subdivision 5189 is located on the southeasterly corner of the intersection of Bollinger Canyon Road and Norris Canyon Road in the San Ramon area. Subdivision 5112 Owner: Horace C. and Virginia C. Bayliss 1380 Dewing Lane Walnut Creek, CA 94595 Location: Subdivision 5112 is located on the east side of Dewing Lane at its intersection with Warren Road in the Walnut Creek area. (LD) G E N D A Public Works Department Page 5 of 7 January 10, 1978 "0012 2 Item 12. ACCEPTANCE OF INSTRUMENTS It is recommended that the Board of Supervisors. A. Accept the following instrument; No. Instrument Date Grantor Reference 1. Relinquishment of 12-29-77 James R. Brenn n Sub MS 188-77 Abutter's Rights B. Accept the following instruments for recording only: No. Instrument Date Grantor Reference 1. Offer of Dedication 12-12-77 American Baptist Adjacent for Drainage Pur- Church of the Sub 4943 pose Valley 2. Offer of Dedication 12-21-77 Myra H. Honegger, Sub MS 67-77 for Roadway Pur- et al. poses 3. Offer of Dedication 12-21-77 Myra H. Honegger, Sub MS 67-77 for Drainage Pur- et al. poses 4. Offer of Dedication 12-22-77 -- James L. Mapes, LUP 2067-77 for Roadway Pur et al. poses 5. Offer of Dedication 12-28-77 Joseph R. Richardson,Sub MS 116-77 for Roadway Pur- et al. poses 6. Offer of Dedication 12-28-77 Joseph R. Richardson,Sub MS 116-77 for Drainage Pur- et al. poses (LD) Item 13. CONTRA COSTA COUNTY WATER AGENCY - WEEKLY 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. (EC) A G E N D A Public Works Department Page 6 of 7 January 10, 1977 90013 Item i4. SHERIFF'S REHABILITATION CENTER - APPROVE PLANS AND ADVERTISE FOR BIDS - Clayton Area It is, recommended that the Board of Supervisors approve plans and specifications for the construction of the new Y.i'tchen/Dining Hall Facility, Sheriff' s Rehabilitation Center, Marsh Creek Road, Clayton, and authorize its' Clerk to advertise for construction bids to be re- • ceived* until 2:00 p.m. , on Thursday, February 9, 1978. The archi- tect' s estimated construction cost (Base Bid) is $800,000. This is an Economic Development Administration - Local Public Works Act project with federal grant funding. A Negative Declaration pertaining to this project was posted and no protests were received. The project has been determined to be in conformance with the General Plan. The Board of Supervisors has pre viously determined that this project will not have a significant effect on the environment and has instructed the Director of Planning to file a Notice of Determination with the County Clerk. (RE: 4411-4061) (B&G) 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. CALENDAR OF WATER PFETINGS ATTENDANCE DATE DAY SPONSOR PLACE RzD1ARKS Recomaended Authorization, Jan 12 '.burs. Governor's 9:00 a.m. Workshcp on Present Legal Commission Auditorium Lax regarding the Cotmsel to Review State Bldg. Transfer of Mater Lalif. hater 2550 Mariposa St. Rights in Calif. Rights Law Fresno Jan 19 Thurs. El Cerrito 12:00 Noon Presentation on Port Rotary Club Cerrito City Peripheral Canal Club 1600 Kearney Ave. El Cerrito A G E N D A Public Works Department Page T of 7 January 10, 1978 00011 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, DECEMBER 10, 1978 IN ROOM 107 , COUNTY ADMINISTRATION BUILDING, MARTINEZ , CALIFORNIA. PRESENT: Chairman R. I. Schroder, Presiding; Supervisors J. P. Kennv , N. C. Fanden, 1-7. N. Boggess , E. H. Hasseltine. CLERK: J. R. Olsson, Clerk, represented by Geraldine Russell, Deputy Clerk. 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 file ( to be microfilmed at a later time) . n�►n� s In the Board of Supervisors of Contra Costa County, State of California January 10 , 19 In the Matter of Committees of the Board of Supervisors for the Calendar Year 1978. As recommended by Chairman R. I. Schroder, IT IS ORDERED that the following committees of the Board of Supervisors are APPOINTED for the calendar year 1978: COMMITTEE SUPERVISORS Finance E. H. Hasseltine, Chairman N. C. Fanden, Member Internal Operations W. N. Boggess, Chairman J. P. Kenny, Member IT IS BY THE BOARD FURTHER ORDERED that Chairman Schroder shall serve as an alternate when needed, and to the extent practicable for the aforesaid committee members. PASSED by the Board on January 10, 1978. 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. cc: Board Members Witness my hand and the Seal of the Board of County Administrator Supervisors County Counsel affixed thislalh day of January 19 Z�3 Public Works Director Director, Human Resources Agency Director of Planning J. R. OLSSON, Clerk Director of Building Inspecdyion� ✓ ti Deputy Clerk Director of Personnel Maxine M. Neufeld County Auditor-Controller Public Information Officer H -24 3/76 15m 0001 1 1 In the Board of Supervisors of Contra Costa County, State of California January 10 019 78 In the Matter of - Introduction and Adoption of Ordinance No. 78-6. Ordinance No. 78-6, an urgency ordinance which b6comes effective immediately, to amend the County Ordinance Code to change. the minimum age restriction of ambulance drivers from 21 to 18, having been introduced this day, and the Board by unanimous vote having waived reading of saute; and IT IS BY THE BOARD ORDERED that the aforesaid ordinance is ADOPTED and the Clerk is DIRECTED to publish sane in the CONTRA COSTA TIMES for the time and in the manner required by law. PASSED by the Board on January 20, 1978. 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 affixed this 10 thday of January 19-2-L J. R. OLSSON, Clerk Deputy Clerk Jamie L. Johnson N-24 4177 15m XO a ORDINANCE NO. 79-6 The Contra Costa County Board of Supervisors ordains as follows (omitting the parenthetical footnotes from the official text of the enacted or amended provisions of the County Ordinance Code: SECTION I. Section 48-12.006 of the County Ordinance Code is amended to change the minimum age restriction of ambulance drivers from 21 to 18, to read: 48-12.006 Age restrictions. Each person providing ambulance services subject to permit under this divi- sion shall staff each ambulance with a driver and an attendant, at least eighteen years old. (Ords. 78- 6 70-77.) SECTION II. Urgency Declaration. This Ordinance is an urgency measure to protect the public peace, health and safety pursuant to Elections Code Section 3751 and Government Code Section 25123. The facts constituting the urgency are that there is a shortage, of ambulance drivers who are twenty-one years of age and older, and lowering the minimum age restriction to eighteen years old will help alleviate this shortage and enhance the smooth and uninterrupted operation of ambulance services for all the resi- dents of this County. SECTION III. EFFECTIVE DATE. This Ordinance becomes effective irrmmediately upon passage and within 15 days alter passage shall be published once with the names of supervisors voting for and against it in The Contra Costa Times' a newspaper published in this County. PASSED on January 10, 1978 by the following vote: AYES: Supervisors - J. P. Kenny, N. C. Fanden, R. I. Schroder, E. H. Hasseltine, and W. N. Boggess. NOES: Supervisors - None. ABSENT: Supervisors - None. ATTEST: J.R. OLSSON, County Cler & ex officio Clerk of the Board W. N. Boggess Chairman of the Board By: � Dep. Jamie L. Johnson [SEAL] RM:g ORDINANCE NO. 78 - 6 0001, G ORDINANCE NO. 7%-.S . - -- (On Revision of the Subdivision Ordinance) The Contra Costa County Board of Supervisors ordains as follows (omitting the parenthetical footnotes from the official text of the enacted or amended provisions of the County Ordinance Code) : SECTION I. REPEAL & RE-ENACTMENT. To modernize its provisions and conform them to the subdivision Map Act, Title 9 of the County Ordinance Code is repealed, and re-enacted in amended form, to read: TITLE 9 SUBDIVISIONS 1 Division 92 Chapter 92-4 GENERAL PROVISIONS DEFINITIONS • Chapters: Sections: 92-2 Title, Purpose and Scope 92-4.002 General 92-4 Definitions 92-4.004 Advisory agency 92-6 Exceptions 92-4.006 Arterial street 92-8' Conformance 92-4.008 Block 92-10 Administration and Enforcement 92-4.010 Building Inspection Depart- 92-12 Notices of Violation and Certifi- ment cates of Compliance 92-4.011 Civil Engineer 92-4.012 Collector street 92-4.014 County Chapter 92-2 92-4.016 Critically expansive soils TITLE, PURPOSE AND SCOPE 92-4.018 Cul-de-sac 92-4.020 Dwelling unit Sections: 92-4.021 Engineering Geologist 92-2.002 Title 92-4.022 Final Map 92-2.004 Purpose 92-4.024 Flood Control District 92-2.006 Scope 92-4.026 Flood hazard 92-4.028 Freeways 92-4.030 Frontage ° 92-2.002 Title. This Title shall be 92-4.032 Frontage improvements known as the "Subdivision Ordinance" of 92-4.034 Frontage road 92-4.035 Geologic hazard or poten- the County of Contra Costa. (Ord. 71g- 92-4-035 hazardous soil condi- 5 ) tion 92-2.004 Purpose. This Title is enacted 92-4.036 Health Department for the purpose of adopting subdivision 92-4.038 Improvement plan - regulations in accordance with the Sub- 92-4.040 Improvements 92-4.042 Industrial street division Map Act, Division 2 of Title 7 of the Government Code of the State of 92-4.044 Inundation California, and repeals all other regula- 92-4.046 Lot tions of the County of Contra Costa in 92-4.048 Major drainage channels or conflict with this Title provided, however, conduits 92-4 that such repeal shall not affect any .050 dlarginal strip agreement, contract, or bond executed 92-4.052 Median pursuant to such regulations or any rights 92-4.054 Minor drainage channels or of action accruing thereunder. (Ord. 719- conduits 5 92-4.056 Minor street 92-4.058 Minor Subdivision 92-2.006 Scope. Under the provisions of 92-4.060 Ordinance Specifications Division 2 0 'Title 7 of the Government 92-4.062 Parcel Code, State of California, referred to 92-4.064 Parcel Map herein as the Subdivision Map Act and, in 92-4.066 Path addition to any other regulation provided 92-4.068 Planning Department by law, the regulations contained in this 92-1.070 Ponding of local storm Title shall apply to all subdivisions here- water after made entirely or partially within the 92-4.072 Preliminary soil report unincorporated territory of this county. 92-4.074 Private road (Ord. 7$- 5 ) 92-4.076 Public Street, 92-4.078 Public Works Department la 001120 ti r Y 92-4.080 Secondary drainage chan- that area bounded on all sides by the nels or conduits adjacent streets, rights-of-way, railroads, . 92-4.082 Sheet overflow - public areas, or subdivision boundary, and 92-4.084 Soil engineer includes one or more lots or parcels. 92-4.086 Street • (Ord. 78-S ) 92-4.088 Subdivider 92-4.090 Subdivision 92-4.010 Building Inspection Depart- 92-4.092 Tentative Map ment. The "Building Inspection Depart- 92-4.094 Thoroughfares ment" is the county agency which serves in an advisory capacity to appropriate 92-4.002 General. As used in this advisory agencies and the Board of Super- Title, the following words shall have the visors concerning topography and soil con- meanings set forth in this Chapter. (Ord. ditions and their effect on the design and development of the subdivision. (Ord. 77- 92-4.004 Advisory agency. The Plan- ning Commission is designated as the 92-4.011 Civil Engineer. "Civil Engi- advisory agency with respect to Tentative neer" means a professional engineer in the Maps relating to subdivisions of five or branch of civil engineering holding a valid more lots and shall have all powers and certificate of registration issued by the duties with respect to said maps and the state of California. (Ord. 7S- ) procedures relating thereto which are specified by law and by this Title. The 92-4.012 Collector street. "Collector Zoning Administrator elects to refer said street" is any street within a subdivision maps to the Planning Commission for or adjacent thereto which, because of its consideration, approval, conditional location with reference to other streets or approval or disapproval. other sources of traffic, carries or will carry traffic from minor streets to the The Zoning Administrator is designated as major system of arterial streets; and the advisory agency with respect to Ten- includes the principal entrance streets for tative. Maps relating to subdivisions of residential developments and streets for four or less lots and shall have all powers circulation of traffic within such develop- and duties with respect to said maps and ments and serves, or will serve, twenty- the procedure relating thereto as four or more dwelling units. (Ord. 7tr specified by law and this Title. 5 ) The Planning Department is designated as 92-4.014 County. "County" means the the advisory agency for purposes of re- County of Contra Costa, State of Califor= viewing and approving a Tentative Map nia, of which the governing body is the pursuant to Article 94-2.202 of this Title. Board of Supervisors. (Ord. 7$-5 ) (Ord. 7%- 5 ) 92-4.016 Critically expansive soils. 92-4.006 Arterial street. "Arterial "Critically expansive soils" or other soil street" is any street or road passing problems are soil conditions which can adjacent to or through the subdivision, cause damage to improvements, including which carries the major flow of traffic, streets, structures and buildings. They and for which the major traffic may shall be tested by acceptable procedures ultimately be in excess of twenty-four to provide data suitable for making ade- hundred vehicles per day. (Ord. 7S- 5 ) quate designs for the improvements. (Ord. 92-4.008 Block. "Block" means the length of the frontage along the property 92-4.018 Cul-de-sac. "Cul-de-sac" is a line between consecutive streets inter- street which connects to another street setting the frontage; and may also mean only at one end, and serves sixteen dwell- 2 (0)021 ing units or less, with a maximum length 92-4.030 Frontage. "Frontage" is the :of seven hundred feet. (Ord. 78- 5 ) width of the lot. or block measured along the property line adjacent to the street. 92-4.020 Dwelling unit. "Dwelling (Ord. 7$- 5 ) unit" is a building or a portion thereof, or a mobile home, designed for residential 92-4.032 Frontage improvements. occupation by one person or a group of "Frontage improvements" consist of curb, two or more persons living together as a longitudinal drainage, sidewalks, street domestic unit. (Ord. 7%- 5 ) lighting, planting and paving, or any com- bination thereof. (Ord..7%- 5 ) 92-4.021 Engineering Geologist. "Engi- neering geologist" means a professional 92-4.034 Frontage road. "Frontage geologist in the branch of engineering road" is a street or road adjacent to an geology holding a valid certificate of arterial, thoroughfare, or freeway, which registration as an engineering geologist in provides access to abutting properties and the state of California. (Ord. 7%- 5 ) protection from the through traffic on the more heavily travelled street. (Ord. 7%- 92-4.022 Final Map. "Final Map" is a 5 ) map prepared in accordance with the provisions of this Title and the Subdivision 92-4.035 Geologic hazard or potentially Map Act, which map is designed to be hazardous soil conditions. Includes but is filed in the office of the Recorder of not limited to conditions such as slope Contra Costa County. (Ord. 78- 5 ) stability, groundwater seepage, erosion hazards, expansive soil, fault-related haz- 92-4.024 Flood Control District. The ards, and liquefaction potential. (Ord. 75- "Contra Costa County Nater Conservation 5 ) and Flood Control District," hereinafter referred to as the "Flood Control 92-4.036 Health Department. The District," serves in an advisory capacity "Health Department" of the county, act- to appropriate advisory agencies and the ing through the County Health Officer or Board of Supervisors relating to drainage his representative, serves in an advisory and flood control matters. (Ord 78- 5 ) capacity to appropriate advisory agencies and the Board of Supervisors concerning 92-4.026 Flood hazard. "Flood hazard" matters of sanitation and public health. is possible occurrence of overflow storm (Ord. 7%- 5 ) water causing flooding of lands or improvements, or having sufficient velo- 92-4.038 Improvement plan. "Improve-- city Improve-eity to transport or deposit debris, to ment plan" is a plan prepared under the scour the surface soil, to dislodge or direction of a civil engineer, registered by damage buildings, or to cause erosion of the State of California, showing the loca- the banks of channels. (Ord. 78- 5 ) tion and construction details of all im- provements required for the subdivision. 92-4.028 Freeways. "Freeways" are (Ord. 7B- 5 ) those highways which are defined in Sec- tion 23.5 of the Streets and Highways 92-4.040 Improvements. "Improve- Code of the State of California, and ments" refers to such street :fork, drain- which, because of their design and lora- age facilities, utilities, and other facili- tion with reference to the county highway ties required to be installed by the sub- system and state highway system are or divider on the land.to be used for public or r will be used primarily for fast, heavy, or private streets, highways, ways, and ease- dense traffic and.for which right of access ments as a condition precedent to the from abutting property or streets along approval and acceptance of a Final or the right-of-way boundaries wi(1 be prohi- Parcel Map thereof. "Improvements" also bited or limited. (Ord. 78- 5 l refer to such other specific improvements 3 00 or types of improvements, the installation of which, either by the subdivider, by public agencies, by private utilities, by any other entity approved by the local agency or by a combination thereof, is necessary or convenient to insure con- formity to or implementation of the Gen- eral Plan or any Specific Plan adopted pursuant to Division I of Title 7 of the Government Code. (Ord. 7B- 5 } ' 92-4.042 Industrial street. "Industrial street" is a street serving traffic within an industrial development. (Ord. 7%- 5 ) 3+ 0001213 ` •92-4.044 Inundation. "Inundation" is 92-4.064 Parcel Map. "Parcel Map" is used to indicate pon ed storm water or a map prepared in accordance with the storm water in motion of sufficient depth provisions of this Title and the Subdivision to damage property due to the mere Map Act. (Ord. 78- 5 } presence of -water or the depositing of silt. (Ord. 7% 5 ) 92-4.066 Path. "Path" is a right-of- way designated mor use only by pedestrians ' 92-4.046 Lot. "Lot" means that portion and not intended for use as a way for of a parcel of land which is delineated or motor-driven vehicles. Public paths are described as a single integral unit on the rights-of-way offered for dedication by a subdivision map. (Ord. 7S- 5 ) Final or Parcel Map or deeded to and accepted by the governing body of the 92-4.048 Maior drainage channels or 'county. Private paths are for the benefit conduits. "IMa}or drainage channels or of the owners of lots designated on the conduits'" are those channels or conduits Final or Parcel Map.'(Ord.-7%- 5 ) which serve a drainage area of four square miles or more. (Ord. 71%-5 ) 92-4.068 Planning Department. "Plan- ning Department" is the technical staff of 92-4.060 Marginal strip. "Marginal the Planning Commission and is one of the strip" is the area between the edge of the divisions of county government. "Planning traveled roadway or curb line, and the Department" shall also be the clerk of the adjacent property line. (Ord. 7S } advisory agency for purposes of receiving Tentative Maps and clerk of the appeals 92-4.052 Median. "Median" is the area board and legislative body for purposes of separating two roadways within the right- filing appeals as provided in the Subdivi- of-way. (Ord. 7%-.5 ) sion Map Act. (Ord. 79- 5 ) 92-4.054 Minor drainage channels or 92-4.070 Ponding of local storm water. conduits."Minor drainage channels or "Ponding of local storm water" is standing conduits" are those channels or conduits storm water in local depressions. As which serve a drainage area of one square distinguished from sheet overflow water, mile or less. (Ord. 7S- ) this water originates on or in the vicinity of the subdivision, and due to the condi- 92-4.056 Minor street., "Minor street" tion of the ground surface, does not reach is any street which serves traffic for not a drainage channel'or conduit. (Ord. 7%- more than twenty-four dwelling units. 5 ) (Ord. 7S-- } 92-4.072 Preliminary soil report. "Pre- _ 92-4.058 Minor Subdivision. "Minor liminary soil report" means a report pre-- Subdivision" refers to a subdivision of four pared by a soil engineer based upon or less lots. (Ord. 7%- 5 ) adequate test borings or excavations in accordance with the provisions of this 92-4.060 Ordinance Specifications. Title and the Subdivision Map Act. (Ord. "Ordinance Specifications,, refers to the 7S- 5 ) ordinance specifications as approved by resolution of the Board of Supervisors, in 92-4.074 Private road. "Private road" effect at the time of filing the Parcel means any parcel of land or nonexclusive Map or Final flap of the subdivision, three easement not owned by the county, cities, copies of which are filed with the Clerk of or the State of California, which is used the Board of Supervisors. (Ord. 7S 5 ) or intended to be used for access to a lot or parcel. (Ord. 78- 5 ) j 92-4.062 Parcel. "Parcel" is all land which is contiguous and under one owner- 92-4.07"0 Public street. "Public street" ship. (Ord. 7%- 5 ) is a street for which the fee title or right- 4 000124 00124 of-way is owned by the county, or offered 92-4.090 Subdivision. "Subdivision" for dedication to the public and accepted meansfit d ion of any improved or • by the county. (Ord. 7S- 5 ) unimproved land, shown on the latest equalized county assessment roll as a unit 92-4.078 Public Works Department. or as contiguous units, for the purpose of The "Public Works Department" is the sale, lease or financing, whether imme- county' department which serves in an diate or future, except for leases of advisory capacity to appropriate advisory agricultural land for agricultural purposes agencies and the Board of Supervisors for the cultivation of food or fiber or the concerning streets, drainage, engineering, grazing or pasturing of livestock. Prop- and matters related to the office of erty shall be considered as contiguous County Surveyor. The Public Works De- units, even if it is separated by roads, partment is designated as the Clerk of the streets, utility easement or railroad Board. of Supervisors for purposes of re- rights-of-way. "Subdivision" includes a ceiving Final or Parcel Maps. (Ord. 7% condominium project, as defined in See- s .) tion 1350 of the Civil Code or a commun- ity apartment project, as defined in Sec- 92-4.080 Secondary drainage channels tion 11004 of the Business and Professions or conduits. "Secondary drainage channels Code. Any conveyance of land to a or conduits" are those channels or con- governmental agency, public entity or duits which serve a drainage area less public utility shall not be considered a than four square miles and more than one division of land for purposes of computing square mile. (Ord. 7%- 5 ) the number of lots. "Subdivision"shall not include a division resulting from a convey- 92-4.082 Sheet overflow. "Sheet over- ance of land or interest therein to an flow" indicates water of minor depths abutting property owner, not involving the either quiescent ;or flowing at velocities creation of a new building lot or site, and less than those necessary to produce both parcels or lots will conform in all serious scour. (Ord. 7%- ,5 ) other respects to this division and the County zoning ordinances after such divi- 92-4.084 Soil Engineer. "Soil engineer" sion, provided it is approved.by resolution is-a civil engineer who is experienced is of the Zoning Administrator. (Ord. 7%- 5 soil mechanics, who investigates and re- ) ports on the stability of existing or pro- posed slopes, who controls the installation 92-4.092 Tentative Map. "Tentative and compaction of fills, who recommends Map" refers to a map for the purpose of soil bearing values, and who provides showing the design of a proposed subdivi- design criteria and calculations for special sion and the existing conditions on and earth structures such as buttress fills. around the proposed subdivision. (Ord. 7%- (Ord. %(Ord. 7$- 5 ) 5 ) 92-4.086 Street. "Street" is a way, 92-4.094 Thoroughfares. "Thorough- excluding a path. or alley, for pedestrian fares" are those roads of general county and vehicular traffic. (Ord. 7%- 5 ) importance which are designated as county thoroughfares, either existing or 92-4.038 Subdivider. "Subdivider" proposed, on the county general plan of means a person, firm, corporation, part- roads. (Ord. 71 5 ) nership or association who proposes to divide, divides or causes to be divided real EXCEPTIONS property into a subdivision for himself or for others. (Ord. 78- 5 ) Sections: 92-6.002 Advisory agency findings 5 00025 .92-6.004 Advisory agency conditions 92-8.004 Compliance with specifica- 92-6.006 Modification of requirements tions • 92-6.002 Advisory agency findings. 92-8.002 Conformance to code. All Subject to he Subdivision Map Act, the subdivisions subject to the provisions of advisory agency may authorize exceptions this Title shall conform to the regulations to any of the requirements and regulations of the county code and applicable zoning set forth in this Title. Application for ordinances. (Ord. 7%- ) such exception shall be made by the subdivider, stating fully the grounds for 92-8.004 Compliance with specifica- the application and the facts relied upon, tions. All construction materials, and the subdivider shall grant such addi- -;methods, tests, and workmanship shall tional time as may be required by the comply with the requirements of the advisory agency for the consideration of "Ordinance Specifications." (Ord. 7%- .5 the exception. Before granting any such ) exception, the advisory agency shall find: (1)That there are unusual circumstances Chapter 92-10 or conditions affecting the property; ADMINISTRATION AND ENFORCEMENT (2) That the exception is necessary for the preservation and enjoyment of a sub- Sections: stantial property right of the applicant; 92-10.002 Action by interested persons (3) That the granting of the exception 92-10.004 Time Limits will not be materially detrimental to the public welfare or injurious to other prop- 92-10.002 Action by interested persons., erty in the territory in which the property (a) When any provision of the Subdivision is situated. (Ord. 7%- 5 ) Map Act or this Title requires the exe- 92-6.004 Advisory agency conditions. cution of any certificate or affidavit or In panting any such exception, the advi- the performance of any act by a person in sory agency shall designate the conditions his official capacity, who is also,a subdivi- der or an agent or employee thereof, such, (Ord. ?$-5 ) certificate or affidavit shall be executed or such act performed by some other 92-6.006 Modification df requirements. person-duly qualified therefor and desi; The standards and requirements of these nated so to act by the Board of regulations may be modified by the Plan- Supervisors. ning Commission in the case of a plan or (b) All legal forms and notes used in program for a new town; or for a con-- certificates, *acknowledgements, dedica- plete community or neighborhood unit tions, and other matters shall be subject which the Planning Commission finds pro- to approval by the County Counsel. (Ord. vides adequate public spaces and improve- ments for the circulation, recreation, 92-10.004 Time Limits. The time light, air and service needs of the subdivi- limits specified in this Title may be sions when fully developed and populated, extended by mutual consent of the parties and which also provides such other provi- concerned. (Ord. 7S 5 } sions as will assure conformity to and -- achievement of the adopted General Plan. (Ord. 7s- 5 } - Chanter 92-12 Cha ter 92-8 NOTICES OF VIOLATION AND MERGER _�— AND GERITIFCATES OF COMPLIANCE CONFORMANCE Article 92-12.2 General Sections: Sections: 92-8.002 Conformance to code 92-12.202 Purpose 6 Article 92-12.4 Notices of violation and on his own initiative or upon investigation merger of information received, determines that Sections: real property has been divided in violation 92-12.402 Knowledge of the provisions of the Subdivision Map 92-12.404 Tentative Violation Re- Act or of this Title, he may cause a notice cordation of intention to record a notice of viola- 92-12.406 Violation Hearing No- tion, setting forth the information pre- tice scribed by Government Code Section 92-12.408 Merger Notice Recor- 66499.36, to be recorded with the County dations Recorder. (Ord. 7$-S) 92-12.410 Merger Hearing 92-=12.412 Planning Commission 92-12.406 Violation Hearing Notice. hearing A -ter recording the notice of intention to 92-12.414 Hoard of Supervisors record a notice of violation, and at least Hearing sixty calendar days prior to the recording 92-12.416 Violation Action of a notice of violation, the Director of Article_92-12.6 Certificates of Compli- Planning shall advise the owner of the real ance property, by mail, of the intention to Sections; record a notice and specifying a time, 92-12.602 Application date and place at which the owner may 92•-12.604 Fees present evidence to the Planning Commis-- 92-12,606 Decision cion why such notice should not be 92-12,608 Denial-action recorded. The Director shall also mail a 92-12.610 Map compliance copy of the recorded notice of intention to the owner. (Ord. 756- 5 Article 92-12.2 General 92-12.408 Merger Notice Recordations. If the Director of Planning, either on his 92-12.202 Purpose. This chapter sup- own initiative or upon investigation of plements the provisions of Government information received, determines that Code Sections 66424.2, 66499,34, 66499.35 contiguous parcels of land have merged and 66499.36 (Subdivision Map Act), per- pursuant to the provisions of the Subdivi- taining to notices of merger and violation sion Map Act or of this Title, he may and certificates of compliance. The cause a notice of merger, setting forth development of real property in this the information prescribed by Government County which has been divided, or has Code Section 66424.2, to be recorded with resulted from a division, in violation of the County Recorder. (Ord. 700 5 ) provisions of the Subdivision Map Act and this Title is contrary to the public health, 92-12.410 Merger Hearing. At least- safety and welfare. (Ord. 7s- 5 ) thirty calendar days prior to the recording of a notice of merger, the Director of Article 92-12.4 Planning shall advise the owner of the Notices otViolation and Merger parcels or units of land to be affected by the merger, in writing, of the intention to 92-12.402 Knowledge. Any county record a notice of merger and specifying a official having knowledge of a possible time, date and place at which the owner violation of, or the merger of parcels of may present evidence to the Planning land pursuant to the provisions of the Commission why such notice should not be Subdivision Nlap Act or of this Title, shall recorded, (Ord. Ti- .5 ) convey such information to the Director of Planning, (Ord. 7%- } 92-12.412 PIanning Commission Hear- ing. Upon the noticed hearing the Plann- 92-12.404 Tentative Violation Recor- ing Commission may wholly or. partially dation. if the Director of Planning, either affirm, reverse or modify the decision of 7 0002 the Director'of Planning and his recorda- 92-12.604 Fees. Upon requesting issu- tion of the notice of intention to record a ance o a cer i irate of compliance, the notice of violation or noticed intention to applicant shall deposit with the Director record a notice of merger. If the Planning of Planning for payment to the treasurer Commission determines that no violation of the county cash or check in a sufficient of, or merger pursuant to the Subdivision sum to cover the fee for issuance and Map Act or this Title has occurred, it may recording of the certificate of compli- direct the Director of Planning to issue ance. The schedule of fees will be those and file for recordation a releaase of the recommended by the Director of Planning notice of intention to record a notice of and adopted by the Board of Supervisors violation or not to file a notice of merger. from time to time. by resolution. (Ord. (Ord. 77,- 5 ) 74r 5 ) 92-12.414 Board of Supervisors Hear- 92-12.606 Decision. Within 15 calendar ing. - Any hearing before the Board of days after 711IM—g-loT the request, the Supervisors of an appeal from the Plan- Director of Planning shall -review the ning'Commission as to the recordation of request and determine whether the prop, . a notice of intention to record a notice of erty or the division thereof complies with violation or proposed recordation of a the provisions of the Subdivision Map Act . notice of merger shall be conducted in and this Title, and shall determine accordance with the provisons pertaining whether a certificate of compliance to such appeals before the Commission. should be issued or denied or a conditional (Ord. 7$- 5 ) certificate of compliance issued and re- corded. Any certificate of conditional 92-12.416 Violation Action. All certificate of compliance issued shall set departments, officials, and employees of forth the information prescribed by Gov- the county vested with the duty or author- ernment Code Section 66499.35 and shall ity to issue permits necessary to develop be filed for record with the County any real property shall conform to the Recorder by the Director of Planning. If provisions of this Title, and shall not the Director of Planning determines that willfully issue any permit or license for such property could be brought into com- use or construction or any other purpose pliance by fulfillment of certain condi- in conflict with the provisions of this Title tions, he shall so state in his decision of or of the Subdivision Map Act; and any denial or the conditional certificate of such permit or license issued in conflict compliance issued and recorded. (Ord. 7%- therewith shall be null and void. Nothing 5- in in this Chapter shall be deemed to require the recording of a notice of violation or 92-12.608 Denial-Action. Upon denial - merger as a condition precedent to the. of any request for a certi irate of compli- enforceability of any of the provisions of ance by the Planning Director, the appli- this Title. (Ord. 7S- 5 ) cant may still apply to the appropriate division of the County's Planning Agency Article 92-12.6 in accordance with the provisions of this Certificates of Compliance Title for approval of a Final or Parcel Map for his property. (Ord. 7%-- 5 ) 92-12.602 Application. Requests for 92-12.610 112D comDliance. A recorded issuance of a certificate of compliance Final flap or Parcel Map shall constitute a shall be submitted, in legible and readily certificate of compliance with respect to reproducible writing, to the Planning De- the parcel of real property described partment, on its standardized form ac- therein. (Ord. 7Z- 5 ) Y companied by a plot plan and such sup- -- porting information as may be deemed Division 94 necessary by the Director of Planning to MAPS determine compliance herewith. (Ord. 77- 5 ) 8 00028 Chapters: 2. Both lots, after division, will front on 94-2 Tentative Maps a public or dedicated street. 94-4 Final Maps and Parcel Maps 3. Dedication is not required for widen- ing, extending or creating a street. 4. The lots created will, in all other Chapter 94-2 respects, comply with legal require- TENTATIVE MAPS menu. (Ord. 7%- 5 1 Article 94-2.2 General 94-2.204 Information required. The Sections: Tentative Map shall be clearly and legibly 94-2.202 Tentative Map drawn on one sheet, unless prior written 94-2.204 Informatics required approval of the Planning •Department is 94-2.206 Data to accompany given for more than one sheet, and shall Tentative Map Article 94-2.4 Design objectives contain the following information: Article 94-2.6 Filing Sections: (1) The title, which shall contain the Sec 9tions: 2 General subdivision number assiged by the . 94-2.604 Referral to interested Planning Department and the type of, agencies subdivision, and may contain such 94-2.606 Subdivision conference name as may be selected by the subdivider; 94-2.608 Requests for exceptions and variances (2) Names and addresses for: 94-2.610 Expiration-Extension (A) Legal owner of property, (B) Subdivider, and Article 94-2.8 Action by Advisory Agency the Person or persons who-prepared Sections: the map; 94-2.8Q2 Approval of Tentative (3) A topographical map accurately Map showing contours and other features 94-2.804 . Approval of exception of 'the existing terrain within the and variance applica- subdivision, existing drainage chan- tions nels, roads, culverts, overhead and 94-2.806 Findings underground utility lines which may Article 94-Z.10 Appeal affect the design of the subdivision, Sections: wells and springs, major structures, 94-2.1002 Appeal-Procedure-Fee irrigation ditches, utility poles, and other improvements in their correct location. Elevations shall be in ac- Article 94-2.2 cord with U. S. Geological Survey (1929 Sea Level Datum). The map General shall be drawn to an engineer's scale large enough to show all information 94-2.202 Tentative Map. A Tentative clearly. The parcel shall be oriented Map shall be submitted for approval pre- on the map sheet such that the north ceding the submission of the Final Map or arrow shall point toward the top of Parcel Map for a subdivision. If all of the the sheet. Contour interval shall not following conditions are met by the appli- be greater than two feet if the cation and Tentative Map, the Zoning ground slope is less than ten percent Administrator (or staff) may approve the nor larger than five feet for ground Tentative Map: slopes greater than ten percent; and 1. No more than two lots are proposed at such intervals that the contour to be created and each of such lots lines will not be spread more than one cannot be further divided under the hundred fifty feet (ground distance) existing zoning classifications. apart. The map shall show: 9 (A) The outline of any geologic or (H) Typical geometric sections for potentially hazardous soil condi- streets showing pavement width, tion, and areas subject to inunda- curbs, sidewalks, grading in mar- tion or ponding, gin strips, slopes of cuts and (B) The edges of pavement of exist- fills, and other construction pro- ing streets, private roads, drive- posed or applicable, ways and other paved areas, (1) Areas to be used for public pur- (C) Location of existing property poses, lines and approximate boundaries (J) Location, approximate grade, of existing easements within the direction of flow and type of subdivision, with the names of facility of existing drainage the owners of record, of ease- channels and storm drains, ments, exclusions, and the prop- (K) A vicinity map showing roads, erties abutting the subdivision, adjoining subdivisions, towns (D) The proposed lot and street lay- creeks, railroads, 'and other data out with scaled dimensions of sufficient to locate the proposed each lot. Lot dimensions shall subdivision and show its relation conform to the requirements of to community development, Division 82 as to size and dimen- (L) North arrow, scales for maps and sions. contour interval, Lots, where not served by public (M) Boundary lines of existing land sewers, shall not be smaller in use zones shall be delineated, area than the Health Department (N) Statement or plan as to proposed shall approve for septic tanks plans for draining the area sub- and drain field installation. ject to flooding or inundation by Side lot lines shall be substan- waters flowing into or from the tially at right angles or radial to subdivision, street lines. (0) If to be developed in increments, Each lot shall be identified by (a) the map shall indicate the lot numbers, beginning with num- approximate sequence.of devel- ber "1" in each subdivision re- opment by units. quiring a Final Map; or (b) lot (Ord. 78- S ) letters, beginning with letter "A" in each subdivision requiring a 94-2.206 Data to accompany Tentative Parcel Map. Numbers or letters Map. The Tentative Map shall be aecom- shall be consecutive with no panied by the following data, which shall omissions or duplications. be submitted at the time the map is filed The subdivider shall show the with the Planning Department: area of each lot on the Tentative (1) A written statement of general infor= Map. The area shall be exclusive mation which shall contain the fol- of the portion lying in the street. lowing information: (E) The location of all proposed (A) Existing use or uses of property; easements for drainage and (B) A description of the proposed access, subdivision, including the number (F) The location and species of all of lots, their average and min- trees or, if massed, the outline imum size, and nature of devel- of the tree mass. Trunk dia- opment, meter of all trees six (6) inches (C) Source of water supply, in diameter and over shall be .(D) The method of sewage disposal noted. proposed, (G) Street names, width of streets (E) Other improvements-proposed; and easements, approximate (2) Two copies of a preliminary geologic grade, and radius of curves along and/or soils reconnaissance report, as property lines of each street, required by the Planning Department. 10 00030 Each report of a geological investi- for a preliminary geologic or soils gation shall be prepared and signed by- reconnaissance report. Such a report an engineering geologist. Each report may be required if the Planning of a soil investigation shall be pre- Department determines that there pared and signed by a soil engineer. are apparent hazardous geologic or The required report should be based soils conditions within, adjacent to, on the latest grading plan for the or affecting the subdivision. subject development and shall refer- An engineering geologist, within or ence the date of that grading plan. retained by Contra Costa County, The format for required reports shall shall evaluate the reports required generally follow the guidelines for herein and advise the body having Geologic/Seismic reports required by jurisdiction and authority. Supple- the Planning Department. All reports mental reports and data may be shall include the following: required if deemed necessary. (A) A detailed geologic map showing (3) When a Tentative Map is filed on an the location and extent of any area which is a part of a larger single geologic hazard or potentially ownership which may be subdivided in hazardous soil condition within the future, the Planning Department or immediately adjoining the may require a development plan subject property which warrants showing the proposed future develop- special management and/or fur- ment; ther evaluation. (4) Four copies of a preliminary grading (B) Recommendations outlining an and site development plan, including exploration program to fully de- drainage, when required by the Plan- fine and delineate any geologic ping Department. hazard or potentially hazardous (Ord. 7S- 5 ) t soil condition, and to accurately identify developable areas. Article 94-2.4 (C) Conclusions regarding the effect Design Objectives of any geologic hazard or poten- tially hazardous soil condition within or immediately adjoining the project site on the design of the proposed subdivision. (D) Recommendations for redesign of the subdivision and/or recom- mendations for construction pro- cedures to mitigate potentially hazardous conditions, if war- ranted. Article 94-2.6 The requirement for a preliminary Film geologic or soils reconnaissance --g report may be waived if the Planning 94-2.602 General. The subdivider shall Department determines that there file with the Planning Department twen- are no apparent hazardous geologic or ty-five prints of the tentative map of the soils conditions within, adjacent to, subdivision for all subdivisions of five lots or affecting the subdivision, based or more. For subdivisions of four lots or upon the geotechnical knowledge the department possesses. less the subdivider shall file twelve prints For subdivisions of four lots or less of the tentative map. . The filing fee . there is no mandatory requirement • 11 L/���c.�i specified in Article 26-2.28 shalt accom- calendar days prior to any final action of pany the tentative maps. The time of the advisory agency. A revised Tentative filing a Tentative Map and the required Map may be submitted at least one week accompanying statement is when the prior to any final action of the advisory Planning Department accepts them. The agency. (Ord. 7%- ) Planning Department, within four working days after the Tentative Map has been 94-2.608 Requests for exceptions and received, shall examine the map and variances. The subdivider may submit a accept it for filing if it appears to writto quest for exceptions as to street substantially comply-in form and content improvements, widths, grades, and other to the requirements of this Chapter, or subdivision matters or variances from shall return it .to the subdivider with a zoning requirements, subject to the appro- written statement of the reason. (Ord. val of the advisory agency. (Ord. 7S- 7%- 94-2.604 $-7%-94-2.604 Referral to interested agen- 94-2.610 Expiration-Extension. The cies-The Planning Department, within approval or conditional approval of a IVe calendar days after the filing of the Tentative Map shall expire 12 months map, shall forward copies to the Public after its original approval. The expiration Works Department, the Health Officer, of the approval or conditional approval Flood Control District, Building inspection shall terminate all proceedings and no Department, the chief engineer of a rani- Final Map or Parcel Map of all or any tary district if the subdivision lies within portion of the real property - included a sanitary district, the chief of the local within the Tentative Map shall be filed fire district, the serving school district, without first processing a new Tentative the utility companies serving the area, the Map. Upon application of the subdivider State Department of Transportation, and filed,prior to the expiration date of the other interested state and regional agen- approval or conditional approval of the cies. Each of the agencies, within fifteen Tentative Map, the time at which such calendar days after receipt of the map, map expires may be extended by the may forward to the Planning Department advisory agency which originally approved its findings and recommendations thereon. the Tentative Map for a period or periods (Ord. 7S- 5 ? not exceeding a total of two years. (Ord. 94-2.606 Subdivision conference. Within twenty-five working days after the Article 94-2.8 filing of a Tentative Map in compliance Acti_ an by Advisory Agency with Section 94-2.602, the Planning De- partment may hold a subdivision confer- 94-2.802 Approval of Tentative Map. ence on the Tentative Map. Written 'Thead isov ry agency, pursuant to Section notice of such conference shall be given 26-2.2212 of this code, shall approve, to all interested agencies. At such con- conditionally approve, or disapprove the ference the recommendations of the Plan- map, and shall report such action in ning Department and the other affected writing direct to the subdivider, the agencies may be considered and corre- Public Works Department and such other lated. Fallowing the conference, a written agencies as requested. In the case of a report of the recommendations shall be proposed tentative map for a minor sub- presented to the appropriate advisory division the advisory agency shall hear it agency prior to final action of the advi- within fifty (50) working days after filing sory agency. The written report will be it and thereafter render a decision within Y served on the subdivider at least three fifteen (15) calendar days unless these 12 time limits have been extended by mutual. 94-4.204 Boundary designation consent of the parties concerns. In the 94-4.206 Lot designation even-the map is disapproved, the advisory 94-4.208 Title sheet agency's report shall set forth the basis of 94-4.210 Affidavits, certificates, its action and identify the requirements or dedications, etc. conditions which have not been met or 94-4.212 Scale, north point and ba- performed. (Ord. 716- .5 ) sis of bearings 94-4.214 Easements 94-2.804 Approval of exception and 94.4.216 Linear, angular and radial variance applications. The advisory data agency shall also approve or disapprove 94-4.218 Adjoining corners of ad- the application'of the subdivider for ex- joining subdivisions ceptions and variances. (Ord. 7&- 5 ) 94-4.220 City boundaries 94-4.222 Monument location 94-2.806 Findings. The advisory 94-4.224 Soil report certificate agency shall not approve a Tentative Map 94-4.226 Printing or lettering unless it shall find that the proposed subdivision, together with the provisions Article 94-4.4 Supplementary Documents for its design and improvement, is concis- Sections: tent with the applicable. General and 94-4.402 Approval of supplement- Specific Plans required by law. When ary documents - Final approving the tentative map for a minor Maps and Parcel Maps subdivision, the advisory agency shall 94-4.404 Subdivision agreement make findings as required concerning the 94-4.406 Cash deposit and perfor- fulfillment of construction requirements. mance security (Ord. 7$- 5 ) 94-4.408 Payment security 94-4.410 Fee payment evidence Article 94-2.10 94-4.412 Deed for easements or Appeal rights-of-way 94-4.414 Joint use of right-of-way 94-2.1002 Appeal-Procedure-Fee. .If agreement the subdivider or any interested person, as 94-4.416 Supplementary documents provided in Section 26-2.2404 of this code, - Final Maps only As dissatisfied with the `action of the 94-4.418 Tax letter - Security advisory agency with respect to the Ten- 94-4.420 Soil report tative INIap, or with the improvements required by the advisory agency, he may Article 94-4.6 Checkigg appeal, as provided in Section 26-2.2404 Sections: _ of this code, within fifteen calendar days 94-4.602 Prints required and Fees " after such action to the appropriate ap- 94-4.604 Error of closure intra- pellate division as provided in Section 26- verse 2.2406 of this code pursuant to Article 26- 94-4.606 Public Works Department 2.24, paying the fee required under Arti- action cle 25-2.28. (Ord. 7%- 5 ) Article 94-4.8 ADDroval Chapter 94-4 Sections: 94-4.802 Approval and filing of FINAL MAPS AND PARCEL MAPS maps 94-4.804 Time limit for recording Article 94-4.2 Form and Contents 94-4.806 Evidence of title Sections: 94-4.808 Filing by units 94-4.202 Final and Parcel Maps - General Article 94-4.2 94-4.206 Title sheet. The title sheet Form and Contents shall contain the subdivision number, con- spicuously placed at the top of the sheet, 94-4.202 Final and Parcel Maps - and the location of the property being General. A Final Map shall be submitted subdivided with reference to maps which Tor approval for all subdivisions creating have been previously recorded, or by five or more lots, five or more condomin- reference to the plat of a United States Tums as defined in Section 783 of the Civil survey. A subdivision name may be added Code, or a community apartment project below the subdivision number. The sub- containing five or more lots, except as division number shall be larger print and provided in Government Code Section dominant to any name _title. In case the 66426. :property included within the subdivision A Parcel Map shall be submitted for lies- wholly in unincorporated territory, approval for all subdivisions as to which a the following words .shall- appear in the Final Map is not otherwise required by titles: "In the County of Contra Costa." this Title,. except those created by short- If partly in unincorporated territory and term leases (terminable by either party on partly within an incorporated city, the not more than 30 days' notice in writing) following words shall be used; "Lying of a portion of the operating right-of-way within the County of Contra Costa and . of a railroad corporation defined as such partly within the City of ......". (Ord.- 7%- by Section 230 of the Public Utilities ) Code, unless a showing is made in indivi- dual cases, upon substantial evidence, that 94-4.210 Affidavits certificates dedi- public policy necessitates such a Parcel cations etc. Affidavits, certificates, Map. acknowledgments, endorsements, accept Theform and contents of the Final Map or ances of dedication, and the notarial seals. Parcel Map shall be in conformance with required by law and this Title shall appear. the Subdivision Map Act and this Title. only once on the title sheet. The above (Ord. 7Sd- .5 ) certificates, etc., may be printed thereon with opaque ink and by ,photographic 94-4.204 Boundary designation. The reproduction. Black ink shall be used for boundary of the subdivision shall be desig- all signatures and seals. If more than nated by.a solid black lire one-sixteenth three sheets are used, a key diagram shall (1/16) inch wide. (Ord. 7%-' 57 ) be included on the first sheet. Where recommended by the Public Works De- 94-4.206 Lot designation. On Final partment and approved by the Board of Maps, each lot shall be numbered, begin- Supervisors the requirement for owner's ning with dumber "1" and continuing con- certificates on a Parcel Map may be secutively with no omissions or duplica- waived. (Ord. 71i - 5 ) tions. -On Parcel Maps, each lot shall be let- 94-4.212 Scale, north point and basis of tered, beginning with letter "A" and con- bearings. There must appear on each map tinuing consecutively with no omissions or sheet the scale, the north point, and the duplications. basis of bearings. The scale shall be forty All figures shall be conspicuous and solid. feet, fifty feet, or sixty feet to the inch Circles or other designs shall not be drawn or as approved by the Public Storks De- around the lot numbers or letters. Each partment. The basis of bearings shall be lot must be shown entirely on one sheet of that approved by the Public Works De- the map. . Dimensions of lots shall be partment and the map shall show the Y given as the net dimensions to the bound- equation of bearing to the true. north. All aries of adjoining streets. (Ord. 7$- 5 ) bearings shall be based on the California 14 000134 tt34 Coordinate System, Zone III. (Ord. 77- map showing such subdivision; and if no 5 ) such subdivision is adjacent, then by the name of the owner and reference to the • 94-4.214 Easements. (a) Easements for _ recorded deed by book and page number roads or streets, paths, storm water drain- for the last recorded owner of such age, sanitary sewers, or other public use adjacent property. (Ord. 71$- ) as may be required by a public agency, shall be dedicated to the public for future 94-4.220 City boundaries. City bound- acceptance by a public agency, and the aries whic'h cross or join the subdivision use shall be specified on the map. shall be clearly designated. (Ord. 7%- (b) %(b) Easements- for an existing or pro- posed utility installation for the use of a 94-4.222 Monument location. The private or nongovernmental agency shall location and description of all existing and not be shown on the map unless there is a proposed monuments shall be shown. Ade- recorded conveyance to such individual or quacy of monumentation shall be deter- corporation, except as provided in subsee- mined by the Public Works Department. tion (d). (Ord. 7%- ) (c) All easements of record shall be shown on the map, together with the name 94-4.224 Soil report certificate. When of' the grantee and sufficient recording a soil report has been prepared, the data to identify the conveyance, e.g., certificate required by Section 94-4.420 recorder's serial number and date, or book shall be noted on the map. (Ord. 7%- and page of official records. ) (d) Easements not disclosed by the records in the office of the County Re- 94-4.22�ntinngor lettering. All corder and found by the surveyor or printing or lettering on the map shall be engineer to be existing, shall be specifi- of one-eighth inch minimum height and of cally designated on the map, identifying such shape and weight as to be readily the apparent dominant tenements for legible on prints and other reproductions which the easement was created. made from the. original drawings. No (e). The sidelines of all easements of ditto marks shall be used in the dimen- record shall be shown by dashed lines on sions and data shown on the map. (Ord. the map with the widths, lengths and 7%- ) bearings of record. (Ord. "T$- } Article 94-4.4 94-4.216 Linear, anngutar and radial Supplementary Documents data. Sufficient linear, angular, and radial data shall be shown to determine 94-4.402 Approval of supplementary the bearings and lengths of the boundary documents-Final Maps and Parcel Maps. lines of the subdivision and of the bound- The Final Map or Parcel Map shall be ary lines of every lot and parcel which is a accompanied-by the documents designated part .thereof. Lengths radius, and total in Sections 94-4.404 through 94-4.414, central angle. or radial bearings of all which shall be approved by proper author- curves shall be shown. (Ord. 7`&- 57 } ities before the Final Map or Parcel Map is approved. A soil report conforming to 94-4.218 adjoining corners of adjoining the requirements of Section 94-4.424 of subdivisions. The adjoining corners of all this Title may be required by the advisory adjoining subdivisions shall be identified agency as a condition of approval of the by subdivision number, or name when not Tentative Map for a subdivision of four identified by official number, and refer- lots or less. (Ord. 7g- 5 ) ence to the book- and page of the filed 15 _ 94-4.404 Subdivision agreement. A new acceptable security guaranteeing the subdivision agreement shall be executed repair of any defective work may be by the subdivider or his agent guaran- substituted for the performance security. teeing the completion of construction of - The new security shall include the cash improvements required by the county code deposit described above and shall be not and reviewed plans within a specified less than said cash deposit or fifteen time, and payment therefor. The subdivi- percent (15%) of the estimated cost of the sion agreement shall guarantee that all construction of the improvements, which- street and storm drain improvements and ever amount is greater, and shall be equipment deemed necessary for the use retained for the one-year guarantee of such subdivision or the proper drainage period. (Ord. 7S- 5 j; thereof and including, but not limited to, street surfacing, sidewalk, curbs, culverts, 94-4.408 Payment Security. Security bridges, and storm drains shall be free in the form of cash deposit, acceptable from defects of material or workmanship surety bond, or acceptable instrument of and ,shall perform satisfactorily for a credit equivalent to fifty percent (50%) of period of at least one year from and after the estimated cost of the improvement or the Board of Supervisors declares such the performance of the required act, shall improvements are complete. be required to secure payment to the The subdivider shall agree to repair any contractor, his subcontractors and to per- defect in any such improvement and to sons furnishing labor, materials or equip- replace any defective improvement which ment to them for the improvement or the cannot be repaired and which occurs performance of the required act. Six within the one-year period, at his own months after the acceptance of the work .expense. as complete said payment security may be The one-year guarantee period shall not reduced to an amount not less than the apply to the improvement of a private total of all claims on which an action has road, which is to remain a private road. been filed and notice thereof given in (Ord. 7S- 5 ) writing to the legislative body; and if no such actions have been filed the security 94-4.406 Cash deposit and performance may be released in full. (Ord. 7%- ) sec..... urity A cash deposit, equal to one 1 "— percent of the estimated cost of con- 94-4.410 Fee payment evidence. Evi- struction of the improvements, but not dence o cash payment -of all fees required less than one thousand dollars (31,000), for the checking and filing of maps, shallbe required, together with such review of the improvement plans, inspec- additional security in the form of cash tion of the construction, park dedication deposit, acceptable surety bond, or fees, road, bridge or storm drainage im- acceptable instrument of credit equiva- provement area fees, fire hydrant rental lent to the estimated cost of the improve- fees and li hong fees shall be required. . ment or of the act,to be performed, minus (Ord. 75- ) the cash deposit, guaranteeing perfor- mance of all work and repair of any 94-4.412 Deed for easements or ri hts- defect in the improvements which occurs of-way. Easements or rights-of-way within one (1) year of the acceptance of required for road or drainage purposes the work as complete, as set forth in the which have not been dedicated on the subdivision agreement. When there are no Final Map or Parcel Map shall be deeded. public improvements involved and the Written evidence acceptable to the county total cost of the private road improve- in the form of rights of entry or perma- y _ ments is less than $1,000, the agreement nent easements across 'private property shall be secured by a cash deposit in the outside of the subdivision permitting or full amount of the estimated cost. Upon granting access to perform necessary con- acceptance of the work as complete, a struction work and permitting the mainte- 16 0003- 6 6 nance of the facility shall be required. recommended corrective action which is (Ord. 7%- .5 ) likely to prevent structural damage to each building, structure, or improvement 94-4.414 Joint use of right-of-way to be constructed. agreement. Agreements, acceptable to It shall also report on the suitability of the county, executed by all owners of all the earth material for construction of utility -and other easements within stable embankments and excavation proposed rights-of-way, consenting to the slopes, including those necessary for any dedication of the road or consenting to artificial or natural drainage channel; the joint use of-the right-of-way, as may recommendations for construction proce- be required by the county for the public lures to obtain required stability; maxi- use and convenience of the road, shall be mum design velocities for any natural or required. (Ord. 78- ) artificial drainage channel; and any other geologic features, slides, unstable soil 94-4.416 Supplementary documents - conditions, springs and seepage conditions, Final Maos only. In addition to those erosion control planting, or drainage documents specified in Sections 94-4.482 facilities to enable proper development of through 94-4.414, the Final Map shall be the subdivision. accompanied by the documents designated The "preliminary soil report" shall be in Sections 94-4.418 and 94-4.420, which prepared on eight and one-half inch by shall be approved by appropriate authori- eleven-inch paper of durable quality and ties before the Final Map is approved. any map or document which accompanies (Ord. 78- the report shall be of a convenient size and scale to fold to eight and one-half 94-4.418 Tax letter-Security. A letter inches by eleven inches. from the Tax Collector showing that all If the Building Inspector, or his desig- payable taxes and special assessments nated representative, determines that the have been paid and giving his estimate of report is complete and that the recom- taxes and assessments not yet payable mended action and procedures contained and, as applicable, an acceptable surety in the report are likely to prevent struc- bond or acceptable instrument of credit tural damage to buildings, structures or for''their payment (where required by improvements to be constructed within Government Code Section,66492.) shall be the subdivision, he shall approve the filed with the Clerk of the Board of report and shall certify on the Final Map Supervisors. (Ord. 7S- 5' ) or Parcel Map that a preliminary soil investigation report has been prepared, 94-4.420 Soil report. Two copies of a together with the date of the report and preliminary soil investigation report to the name of the soil engineer preparing the Building Inspection Department shall the report and shall state that the report be required unless waived because the has been approved and is on file in the Building Inspection Department has deter- Building Inspection Department. The mined that, due to the knowledge it has of recommended actions and procedures con- the soil qualities within the subdivision, no tained in the report shall become a condi- preliminary analysis is necessary. tion of approval and shall be incorporated The report shall indicate the presence in the development of the subdivision. of any critically expansive soils or any (Ord. 7'&- ) other soil problems which, if not cor- rected, may lead to defects in structures, buildings or other improvements. If the Y report indicates such soil problems, it shall further report on an investigation of each lot of the subdivision, including 17 000137 Article 94-4.6 to the Board of Supervisors for approval. Checki The Board of Supervisors, within a period of ten calendar days after the filing of the 94-4.602 Prints required and Fees. The Final Map or Parcel Map with the Public subdivider shall submit three sets of prints Works Department, or at its next regular of the map and certificate sheet to the meeting after the meeting at which it Public Works Department for checking receives the map, whichever is later, shall purposes before the certificates on the approve the map if it conforms to all original tracings are executed. The pre- requirements of law and this Title. The liminary prints shall be accompanied by a Board shall not approve the map unless it current preliminary title report, furnished shall find that the proposed subdivision, by the applicant and acceptable to the together with the provisions for its design Public Works Department; by traverse and improvement, is consistent with the sheets prepared by the subdivider's engi- applicable General and Specific Plans re- neer, showing the mathematical closure of quired by law. In the event the final or the subdivision's exterior boundaries; and parcel map is disapproved, the Board shall by a checking fee as established and set forth the basis of its action and adopted by the Board of Supervisors from identify the requirements or conditions time to. time by resolution. (Ord. 7%- 5 which have not been met or performed. At the time of its actions thereon, the Board shall accept, accept .subject to 94-4.604 Error of closure in traverse. improvements, or reject any or all offers The error of closure in traverse around of dedication of streets and other ease- the subdivision and around the interior ments. lots or blocks shall not exceed one part in On approval of any Final Map or Parcel twenty thousand. (Ord. 78- 5 ) Map, the Clerk of the Board of Supervi- sors shall release the map to the subdivi- 94-4.606 Public Works Department der's title company for ultimate trans- action. The Public Works Department, mittal to, and filing with the County within ten working days, shall note the Recorder. In -addition to the original required corrections, if any, on one set of tracings, the subdivider's title company the preliminary prints and return them to shall provide the County Recorder with a the engineer or surveyor!for revision of blue line print on linen of each sheet. the maps. (Ord. 7%- 5 ) (Ord. 7%- 5 ) Article 94-4.8 94-4.806 Time limit for recording. The Aprroval time limit for recording the Final Map or _ Parcel Map shall be twelve months, com- 94-4.802 Approval and Filing of Maps. mencing with the approval of the Tenta- The original tracing. and one set of pants tive Nlap by the advisory agency, unless an of the revised map prepared in accordance extension of time is granted pursuant to with the Subdivision Map Act and this Section 94-2.610. (Ord. 7&- 5 ) Title and corrected to its final form, and signed by all parties required by the 94-4.808 Evidence of Title. The sub- Subdivision Map Act and this Title to divider shall present to the recorder the execute the certificates on the map, evidence of title required by the Subdivi- together with all supplementary docu- sion Map Act and this Title. (Ord. 7S- ments and fees shall be presented to the ) Public Works Department for filing. If the map, all documents and fees are 94-4.810 Filing by units. The subdivider determined to be.satisfactory, the Public may elect to file a Final itilap for 211 or Works Department, within ten calendar part of the approved Tentative -%lap in the days following receipt, shall present them sequence of units approved .by the Plan- 18 00038 ning Commission. Each Final Map which 96-2.202 General. Following approval constitutes a part, or unit, of the of the Tentative Map, the subdivider shall approved Tentative Map shall have a prepare and submit to the Public Works separate subdivision number. The subdivi- Department for review, complete con- sion agreement to be executed by the struction plans for the improvements re- subdivider shall provide for the construe- quired by this Title. (Ord. 7B- 5 ) tion of •such improvements as may be required to constitute. a logical and 96-2.204 Contents. The plans shall be orderly development of the whole subdivi- prepared under the direction of a regis- sion by units. (Ord. 7%-5 ) tered civil engineer, licensed by the State of California, and shall show the complete Division 96 plans, profiles and details for all street work, drainage channels and structures, IMPROVEMENTS retaining walls or other improvements to support cut slopes and embankments, Chapters: bridges, the location of underground utili- 96-2 Plans ties which may control the location and 96-4 Construction work elevation of storm drains and culverts, the 96-6 Street Lighting location of fire hydrants, street monu- 96-8 Sidewalks and Paths ments, curbs, gutters, and sidewalks, 96-10 Underground Utilities fences required by this Title, gates, drive- 96-12 Curbs and Gutters ways, if constructed in conjunction with 96-14 Miscellaneous subdivision improvements, structures and drainage facilities to control slides, loca- Chapter 96-2 tion of street lights, sanitary sewers and other improvements which may be PLANS required to complete the work. If the plans include three or more sheets, a key Article 96-2.2 Forms and Contents map showing the streets, lots, street Sections: names, storm drains, the area covered by .96-2.202 General each sheet of the plans, and a list showing "96-2.204 Contents the sheet numbers of the plans and their 96-2.206 Sewer plans contents shall be included 'on the first 96-2.208 Plans and profiles sheet of the plans. (Ord. 7S-- 5 ) Article 96-2.4 Action by Public Works 96-2.206 Sewer plans. If the sanitary Department sewers are not under county jurisdiction, Sections: the review of the improvement plans shall 96-2.402 Improvement plan review not be construed as approval of the sewer 96-2.404 Corrected plans plans. (Ord. 7%- ) 96-2.406 Review of revisions 96-2.408 Review prerequisite for 96-2.208 Plans and profiles. The plans Final Map or Parcel Map and profiles shall be submitted on uniform approval size sheets, twenty-four inches by thirty- 96-2.410 Supplementary plans and six inches overall dimension. A border documents shall be provided with one and one-half inches along the twenty-four inch dimen- Article 96-2.6 Appeal sion on the left hand side of the sheet, and Sections: a one-half inch border on the other three Y 96-2.602 Appeal procedure sides. The sheets shall be provided with a suitable title block in the lower right hand Article 96-2.2 corner. The scales for various portions of Form and Contents the drawings and the north point where 19 00039 applicable, shall be shown on all sheets. plans by the Public Works Department, Reference may be made to county stand- when improvements are required, shall be and details in lieu of duplicating the a condition precedent to the approval of drawings thereon. The quality of the the Final Map or Parcel Map for the drawings shall be such that high contrast subdivision by the Board of Supervisors. microfilm reproductions may be made (Ord. 7%- S ) from them. All printing or lettering on the improvement plans shall be of one- 96-2.410 Supplementary plans and docu- eighth inch minimum height and of such ments. Supplementary plans and docu- shape and weight as to be readily legible ments shall include grading plans, hydrol- on prints and microfilm reproductions. ..ogy, hydraulic computations and. struc-- (Ord. 7%- 5 ) tural computations as required. (Ord. 7S- Article 96-2.4 ) Action by Public Works Department Article 96-2.6 Appeal 96-2.402 Improvement Plan review. The subdivider shall submit four sets of 96-2.602 Appeal procedure. Appeal to improvement plans and a preliminary cost the Board of Supervisors shall be made estimate to the Public Works Department within fifteen working days on any con- for review together with a review fee as ditions stated by the Public Works Depart- established and adopted by the Board of ment relative to the improvement plans Supervisors from time to time by resolu- and not agreed to by the subdivider.. (Ord. tion. Upon completion of this review, one 7S- -5 ) set of the preliminary plans together with the required revisions, if any indicated thereon, and a written statement will be Chapter 96-4 returned to the subdivider's engineer. (Ord. 7%- 5 ) CONSTRUCTION WORK 96=2.404 Corrected Plans. Six sets of Article 96-4.2 Inspection the'corrected plans and any additional Sections: sets requested by the Public Works De- 96-4.202 General partment for distribution to interested 96-4.204 Right of Entry public agencies and utilities shall then be 96-4.206 Work prior to Inspection submitted to the Public Works Depart- 96-4.208 Fee ment. One set of the plans.reviewed by _ the Public Works Department with the Article 96-4.4 Completion review 'and date noted thereon shall be Sections: returned to the subdivider's engineer. 96-4.402 General (Ord. 7%- 5 ) 96-4.404 Penalty for Delay in Com- pletion 96-2.406 Review of revisions. Requests by the subdivider for review of revisions Article 96-4.6 Acceptance appearing necessary or desirable during Sections: construction shall be submitted to the 96-4.602 Recommendation by Pub- Public Works Department and processed in lic Works Department accordance with Sections 96-2.402 and 96-4.604 Resolution of Acceptance 96-2.404 of this Division. (Ord. 7 a- 5 ) Article 96-4.2 96-2.408 Review prerequisite for Final Ins_Dection Map or Parcel :.lap approval. The comple- tion of the review of the improvement 96-4.202 General. All work done in ;20 n�►n4o constructing the improvements' and all beyond the period stated in the subdivision materials furnished shall be subject to the agreement, unless an extension thereof is inspection of the Public Works Depart- approved by the Public Yorks Department ment. (Ord. TV or Board of Supervisors and any involved corporate surety or financial institution, 96-4.204 Right of entry. The Public may result in forfeiture of the cash Works Department, the Building Inspec- deposit and/or security, or a portion tion Department and the Flood Control thereof, for the completion of the work. District shall have access to the work at A one year extension may be approved by all times during its construction and shall the Public Works Department. Any be furnished with every reasonable facU- further extension can only be approved by ity for ascertaining that the materials 'the Board of Supervisors. Prior to the used and the workmanship are in accor- approval of any extension the Public dance with the requirements of this Title. Works Department shall review the suffi- (Ord. 7S- 5 ) ciency of the security and remaining work to be.done. (Ord. 7S- ) 96-4.206 Work prior to Inspection. If any of the work on improvements is done Article 96-4.6 by the subdivider prior to the completion Acceptance of review of the improvement plans and payment of the inspection fee, or prior to 96-4.602 Recommendation by Public the inspection of the improvements as Works Department. When all improve- required by the Public Works Department, ment work required by the improvement such work may be rejected and shall be plans is complete to the satisfaction of deemed to have been done at the risk and the Public Works Department, it shall peril of the subdivider. (Ord. 7% 5 ) notify the Board of Supervisors that such work has been satisfactorily completed 96-4.208 Fee. Prior to commencement and recommend the acceptance thereof. of construction, the subdivider shall pay (Ord. 7%- 5 ) to the Public Works Department the cost for'the inspection of the work and check- 96-4.604 Resolution of Acceptance. ing-and testing of the materials as establ- Upon satisfactory completion of all work ished and adopted by the Board of Super- required to meet the requirements of this visors from time to time by resolution, Title and its acceptance, the Board of less the amount of the improvement plan Supervisors shall file a resolution of ac- review fee. If any portion of the work has ceptance. (Ord. 7%- been done prior to the time of depositing the fee, the subdivider shall pay to the Chapter 96-6 county aH necessary costs plus fifteen STREET LIGHTING percent thereof, for the inspection and testing required to verify the quantity and Article 96-6.2 Facilities quality of the work done. (Ord. 7S �5_) Sections: 96-6.202 General Article 96-4.4 96-6.204 Near school sites Completion 96-6.206 R-12 or higher density districts 96-4.402 General. The subdivider shall 96-6.208 Areas zoned for multiple prosecute the work to completion without family, business or com- undue delay except for inclement weather mercial uses r or other reasonable causes. (Ord. 7%- 5 96-6.210 Existing public streets 96-6.212 Construction plans 96-6.214 Size and location deli; 96-4.404 Penalty for Delay in Comple- nation tion. Delay in completion of the work 96-6.216 Intersections 21 MOM 96-6.218 Review of plans 96-6.208 Areas zoned for multiple 96-6.220 Service rates family, business or commercial uses. 96-6.222 Street light ownership Street lighting facilities shall be provided along all streets within any portion of a Article 96-6.4 Standards subdivision zoned for multiple family, Sections: business or commercial land uses. (Ord. --96--6.402 Placement 71%- 5 ) 964.404 Underground wiring _ 96-6.406 Electrolier installation 96-6.210 Existing public streets. The 96-6.408 Ornamental Poles requirements set forth in Sections 96- 96-6.410 - Conformance to Standards 6.202 - 96-6.208 apply to the portions of :any existing public street abutting the Article 96-6.6 County Service Areas subdivision. (Ord. 7%- • Street Lighting Sections: 96-6.212 Construction plans. Following 96-6.602 Request for street light- approval of the Tentative Map, the sub- ing service divider shall prepare and submit for ap- 96-6.604 Legal description proval, as part of the improvement plans for the subdivision, construction plans for • Article 96-6.8 Energizing Costs the street lighting improvements required Sections: by this Title. (Ord. V - .5 ) 96-6.802 Deposit required 96-6.804 Disposition of deposit 96-6.214 Size and location designation. 96-6.806 Unexpended deposit The improvement plans shall show the size and location of each street light, and shall Article bear the written approval by the public Facilities utility which proposes to serve the light- ing system. (Ord. 7%- 5 ) 96-6.202 General. To promote public health, safety and welfare, especially, 96-6.216 Intersections: The Public traffic safety and crime deterrence, the Works Department may require upgrading subdivider shall provide street lighting of existing or proposed lights at intersec- facilities for proposed subdivisions to be tions where deemed necessary to prevent located as set forth in Sections 96-6.204 - a hazard to traffic or pedestrians. (Ord. 96-6.218. (Ord. 7% 5 ) I7S- 5- ) 96-6.204 Near school sites. Street 96-6.218 Review of plans. The Public lighting facilities shall be provided along Works Department's review of the street all streets within one mile of an existing lighting part of the improvement plans, school or school site approved by the local when street lighting facilities are re- school board. The one mile distance shall quired, shall be a condition precedent to be measured along the shortest pedestrian the approval of the Final Map or Parcel route available or planned, measured from Map for the subdivision by the Board of the closest boundary of the school and the Supervisors. (Ord. 74- 5 ) subdivision. (Ord. 77- 5 ) 96-6.220 Service Rates. Street lighting 96-6.206 R-12 or higher density (his- shall. be provided pursuant to the latest tricts. Street lighting facilities shall be LS-1B street lighting rate established by provided along all streets wherein the the California Public Utilities Commis- , area is zoned R-12 or in land use districts sion. (Ord. 7%-�) . having a higher density. (Ord. 7$- ) 22 00042 96-6.222 Street Light Ownership- All 96-6.4I0 Conformance to Standards. streefTiig ting systems sn II Fie owned and AU­eTectriM equipment and installation operated by the serving public utility shall conform to the applicable standards company under the jurisdiction of the of the following, as they now exist or may California Public Utilities Commission, hereafter be amended: unless other adequate arrangements are (1) Electrical Safety Orders of the Divi- approved by the Planning Commission. sion of .Industrial Safety, Department of Neither the county nor any county service Industrial Relations, State of California; area (street lighting) shalt be bound or (2) Rules for Overhead Electric Line obligated for the cost of procurement or Construction, General Order No. 95 of the erection of ornamental street litv ghting California Public Utilities Commission; standards or for the cost of equipment or (3) Standard Specifications of the serv- installation of any underground wiring ing public utility company. (Ord. 7%- system. %system. (Ord. 74 5 ) Article 96-6.6 Article 96-6.4 county Service Areas rea s Street Lighting) Standards 96-6.602 Request for Street*Lighting 96-6.402 Placement. Whenever possi- Service. Be ore approval of the Final Map ble, street light poles and other street ori I Map of any subdivision in which lighting facilities shall be placed on lot the installation of street lighting facilities lines and at intersections in accordance is required, the subdivider shall file a with the minimum requirements regarding request with the Local Agency Formation spacing and lamp size for all new street Commission, copy to Public Works De- lighting to be established by the Board of partment, for approval of annexation of Supervisors on thexeeommendation of the the subdivision to a county service area Public Works Department. Street lighting for the purpose of financing the street shall be installed only within the right-of- lighting, maintenance and replacement way dedicated to the public and designed costs, unless the subdivision is already to be accepted for maintenance by the contained within the boundaries of a county. (Ord. 71E- -5 ) . county service area authorized to supply t street lighting. (Ord. 71% 5 ) 96-6.404 Underground wiring. Wiring for street lighting purposes shall be in- 96-6.604 Legal description. The-request stalled underground and shall conform to shall be accompanied by a legal descrip- the standards of the public utility which tion of the exterior boundaries and map proposes to serve the street lighting sys- showing the boundaries of the area to be tems. (Ord. 719- „) annexed with sufficient bearings and dis- tances to correctly describe the boundary. 96-6.406 Electrolier installation. When The map shall give such supplementary the subdivider requests installation of information as is necessary to accurately street lighting, electroliers must be furn- locate the area in relation to local ished and installed in accordance with the streets, city boundaries, or adjacent sub- requirements of the serving utility com- division. (Ord. 7%-_J) pany, before acceptance per Section 96- 4.602. (Ord. 7S- ) Article 96-6.8 Energizing Costs 96-6.408 Ornamental Poles. Residential ,. and commercial street lighting poles may 96-6.802 Deposit rewired. Prior to be of an ornamental type acceptable toapproval of the Final Map or Parcel Map the Board of Supervisors when they meet the subdivider shall deposit money with the current standards of the serving public the Public Works Department; sufficient utility company. (Ord 7S---5-) in amount to energize and maintain the 23 00043 lights shown on the street lighting part of for pedestrian paths when required for the the improvement plans for one year. public convenience. (Ord. 7%- ) �� (Ord. 7S- ) s 96-8.206 Surfacing. Pedestrian paths 96-6.804 Disposition of deposit. The shall be surfaced with the same material one year lighting deposit shall be used to of the same thickness specified below for pay the cost of energizing the lights from sidewalks and for a width of at least five the acceptance of the road and from fifty feet. (Ord. 74- ) percent occupancy of the subdivision until tax revenues are available to assume the Article 96-8.4 energizing costa(Ord. 7%-I_ ) Sidewalks 96-6.806 Unexpended deposit. Any un- 96-8.402 Locations. Portland cement expended deposit shaU be deposifed to the concrete sidewalks• shall be provided at credit of the lighting service area to the following locations within the subdivi- which the subdivision was annexed. (Ord. sion• (1). Along all thoroughfares; (2) Along all arterials, collector and minor streets which serve as direct access . to schools within one mile of an existing Chapter 96-8 school or school site approved by the local school board. The one- mile distance shall SIDEWALKS AND PATHS be measured along the shortest pedestrian route available or planned, measured from Article 96-8.2 Paths the closest boundary of the school site and Sections: subdivision; 96-8.202 long rear or side line of (3) Along all streets wherein the area is lots zoned R-12 or in land use districts having 96-8.204 Easements a higher density; 96-8.206 Surfacing (4) Along all. streets within any portion of a subdivision zoned for multiple family, Article 96-8.4 Sidewalks business or commercial land uses. (Ord Sections: 7%- 5j 96-8.402 Locations` 96-8.404 Width and thickness 96-8.404 Width and thickness. Sidewalks 96-8.406 Obstruction restriction shall be at least four feet wide, exclusive 96-8.408 Relationship to curbs of curbs, and not less than three and five- 96-8.410 Relationship to right-of- eights inches thick. (Ord. 71%-Ji_) way line 96-8.406 Obstruction restriction. Side- .Article 96-8.2 walks less than six feet in width shall not Paths be obstructed by utility installations, mailboxes or by planting. (Ord 7g,-_.5_ ) 96-8.202 Along rear or side line of lots. Where paths are established along the rear 96-8.408 Relationship to curbs. Side- or side lines of lots, the path shall be walks adjacent to curbs shall be mono- entirely within the lot and contiguous to lithic with curb if curbs did not exist prior the rear line or side line of the lot, and to commencement of work included under the path shall be shown in dashed lines. the subdivision agreement. Sidewalks shall (Ord. 7$-� ) be adjacent to curbs unless the conditions Y of approval of the Tentative Map provide 96-8.204 Easements. Easements not otherwise. (Ord. 7'Z-,5.- ) less than six feet wide shall be provided 24 00044 96-8.410 Relationship to right-of-way. 96-12.206 Minumum grade Sidewalks shall be fully within the street 96-12.208 Designation on improve- right-of--way. (Ord. 7%_) ment plans • _ 96-12.210 Minimum elevations Chapter 96-10 Article 96-12.4 Turn-Arounds UNDERGROUND UTILITIES Sections: 96-12.402 Cul-de-sac Sections: _ 96-12.404 Radii for curb returns 96-10.002 Exceptions 96-12.406 Private road turn-around 96-10.004. Responsibility of subdivi- der Article 96-12.6 Driveways 96-10.006 Application of chapter Sections: 96-12.602 Encroachment permit re- 96-10.002 Exceptions. All utility dis- quired tribution facilities including but not limited to electric, communication and Article 96-12.2 cable television lines) within any residen- General tial or commercial subdivision shall be placed underground, except as follows: 96-12.202 Conditions requiring curbs. (1) Equipment appurtenant to under- Curbs shall be required under any of the ground facilities, such as surface mounted following conditions: transformers, pedestal mounted terminal (1) The subdivision is within an R-20 boxes and meter cabinets, and concealed district or a district having a smaller lot ducts; size; (2) Metal poles supporting street lights. (2) The grade of the street is less than (Ord. 7%- 5 ) one percent or more than six percent; (3) The street frontage between adja- 96-10.004 Responsibility of subdivider. cent sections of curb is less than five The subdivider is responsible for com- hundred feet; plying with the requirements of this chap- (4) The subdivision is for commercial or ter and shall make the necessary arrange- industrial purposes. (Ord; 7% 5) meats with the utility companies involved _ for the installation of the`facilities. The 96-12.204 Block requirements. If curbs advisory agency may grant exceptions as are required in any portion of a block provided in Chapter 92-6 if topographical, within the subdivision, the entire frontage soil, or other conditions make underground along that block shall be curbed. (Ord. installation of the facilities unreasonable 78- 5 ) or impractical. (Ord. 74- ) —" 96-12.206 Minimum &rade. The mini- 96-10.006 Application of chapter. mum grade for curbs and gutters shall be These requirements apply to those por- one percent except a reduction may be tions of any existing public streets abut- authorized by the Public Works Depart- ting the subdivision. (Ord. 7?r 5 ) ment. (Ord. 78r.5 ) 96-12.208 Designation on improvement Chapter 96-12 Tans. Improvement plans shall show curb pro Iles, including profiles for all curb CURBS AND GUTTERS returns and cul-de--sacs. (Ord. 7S, ' Article 96-12.2 General 96-12.210 Minimum elevations. Mini- Sections: mum top of curb elevations shall conform 96-12.202 Conditions requiring curbs to Chapter 914-8. (Ord. 71-5 ) 96-12.204 Block requirements 25 09045 tiiKl • • na ww Article 96-12.4 county ��<�x�► Turn- roup s be :r *UMM men is a. : ?eamm 96-12.402 Cul-de-sac. A paved turn- or sides D ='r around shall be provided at the ends of subdivisics i 08ft cul-de-sac streets. The radius for the edge all exjs,.V of pavement, or curb line, shall be thirty- operated five feet. (Ord. 756- 5 ) 96-12.404 Radii for curb returns. Curb 96-1;.?I>� ��• lines at street. intersections and turn- shall� -�-- arounds shall be constructed on a curve hydrants s: having a radius equal to that shown below: local fire -'4=--- � > Standard Radius for Curb Returns. connectioN ---- (1) All residential street intersections, side of -- twenty feet; District. -- (2) Cul-de-sac turn-around, thirty-five Public ZvoN — - feet; to two (3) Industrial street intersections, thirty service. h'.'a►`� feet. (Ord. 7&- ) the AuditOr"0- protectiON •-- 96-12.406 Private road turn-around. A 7%- paved g-paved turn-around area shall be provided - at the end of any private road serving more than two lots. The radius for the edge of the pavement shall be thirty-five feet. Alternate ;turn-around provisions may be approved if adequate paved area is Cheotem, - provided to accommodate normal residen- 98-2 - tial traffic. (Ord. 755- ) 98-4 98-6 - Article 96-12.6 98-8 ` Driveways, 98-10 :r 96-12.602 Encroachment permit required. An encroachment permit shall - be obtained from the Public Yorks De- — partment before construction of any `= driveway. (Ord. 7$- Secti 98- . -Chapter 96-14 MISCELLANEOUS Sections: 98-J•.1� 96-14.002 Improvement of county 98-a•"�i� streets 89'Z•d�l 96-14.004 Fire hydrants g3-Z.aii 96-14.002 Improvement of county gg-%•A1� streets. Frontage improvments shall be provided on all - existing county streets _ adjacent to any subdivision to the stand- 93'%•0 ards required by this Title and the adopted 994-" Ci • 3Q - .0004s '� 98-2.026 Intersections 98-2.014 Block length. Block lengths shall not exceed one thousand feet. (Ord. 98-2.002 Conformance to General Plan. 7g- ) • The design, layout, width, circulation, and other design aspects of streets in a sub- 98-2.016 Street Name Approval. Street division shall conform to the locations names shall be subject to the approval of which may have been shown on the Gen- the Planning Department. (Ord. 7%- 5 ) eral Plan or in all cases shall provide advantageous development for the general 98-2.018 Street Name Siens. The sub- planning area within which the subdivision divider shall urnish and install necessary lies. (Ord. 7$-•_.5_) street name signs in accordance with •details approved by the Public Works 98-2.004 Reserve strips. Reserve strips Department. (Ord. 7%- ) controlling the access to streets or other public rights-of-way shall not be approved 98-2.020 Conditions requiring grade unless such strips are necessary for the separation. If a subdivision borders on, or protection of the public welfare or prop- contains a railroad right-of-way, a limited erty rights. (Ord. 7% access, freeway, or similar type of facil- ity, the advisory agency may require that 98-2.006 Designation on Final Map or the street plan be considered in its rela- Parcel Map. The Final Map or Parcel Map tion to the probability of grade separa- shall show the monument line of each tion. (Ord 7%-�r ) street, the boundary of each street, in- cluding the width of the portion of any 98-2.022 Classification. The classes of fractional street being dedicated, the streets shall be as ollows: Thoroughfares, width of existing road rights-of-way from arterials, collectors, minors, industrial public records, and the widths on each streets and private roads. (Ord. 71 5 ) side of the monument line of whole streets. The widths and locations of adja- 98-2.024 Traffic safety devices. The cent streets shall be shown as determined subdivider shall furnish and place such from public records. Whenever the Public traffic safety devices within, or adjacent Works Department or a city engineer has to, the subdivision as may be specified by established either the centerline or monu- the Public Works Department. (Ord. 7S- ment line of the street and such informa- tion is made a public record, this location and data shall be shown on the Final Map 98-2.026 Intersections. (a) Street inter- or Parcel Map. (Ord. 7$- 5 ) sections shall be designed to provide _ reasonable approaches from side streets, 98-2.008 Angle of intersection. All and to provide smooth continuous flow of steeets shall intersect as nearly as possi- drainage without overflow across the in- ble at right angles..(Ord. 77,-__I) tersection. 98-2.010 Centerlines. Streets enterin (b) Valley gutters shall be provided to g carry drainage across intersections only if on opposite sides of any given street shall underground drainage facilities cannot have their centerlines directly opposite reasonably be provided. Valley gutters each other, or the centerlines shall be shall not be permitted across arterial offset by at least one hundred fifty feet. streets. Valley gutters shall be on a (Ord. 7z- 5 ) continuous minimum grade of one percent, reduction of which may be approved by 98-2.012 Distance between streets. The the Public Works Department. (Ord. 77,- minimum 7,minimum distance between streets enter- 5 ) ing a thoroughfare shall be eight hundred feet. (Ord. 7%- 27 % 27 n9Or4� Chanter 98-4 98-6.014 Earth slopes in cuts or embankments WIDTH 98-6.016 Horizontal curves Sections: 98-6.002 Maximum limits. Maximum 98-4.002 Minimum requirements street grades shall not exceed the fol- 98-4.004 Measurement lowing limits: 98-4.006 Exceptions (1) Arterial streets, eight percent; 98-4.002 Minimum requirements. The (2) Collector streets, fifteen percent; minimum width of pavement and rights- (3) Minor streets, twenty percent; of-way of the various classes of streets (4) Private road, twenty percent; shall be as shown on the following table: (5) Driveway, twenty-five percent. (Ord. 7%- ) Width of Pavement Widthof Class r/cures vrro curbs Right-of-.ray Thoroughfares 6 arterials 98_6.004 Minimum limits. The mini- Two-lane 40 feet 60 feet mum uniform grade for all classes of Four-lane undivided 64 feet 64 feet 84 feet streets shall not be less than one percent Four-lane divided 80 feet 300 feet ! Industrial two-lana 48 feet 68 feat except reduction to not less than one-half Industrial four-two 64 fee` 8feat of one percent be authorized b the Collectoectos u r streets 36 feet 36 feet 566 may feet p y y .„ Minor street: )z rest 16 feet s:feet Privet e roads 16 feet ZS fns Public Works Department. (Ord. 7S- ) - 98-6.006 Pavement across intersection. (Ord. 7?r- The grade of the pavement surface across an intersection shall not be more than six 98-4.004 Measurement. The width of percent. (Ord. 7S- ) roadway shall be measured normal to the centerline between the top face of the 98-6.008 Streets entering intersection. curbs, or edges of the pavement, not The centerline grade of each street enter- including roadside ditches. (Ord. 7YT- ) ing an intersection shall not be more than six percent within a distance of thirty 98-4.006 Exceptions. Exceptions to the feet from the nearest curb line of the widths set forth in Section 98-4.002, intersected street. (Ord. 7$- ) because of terrain conditions in hillside areas, .shall be considered on the basis of 98-6.010 Vertical curves. Changes of cross-sections and other evidence to be grade in vertical alignment of streets submitted by the subdivider. (Ord. 7S shall be made with parabolic vertical �) curves. The design of such curves shall be in accordance with standards outlined in Chapter 98-6 the California Division of Highways "Highway Design Manual". GRADES (a) "Stopping sight distance" shall be provided for the following design speeds: Sections: (1) Arterial and industrial streets, for- 98-6.002 Maximum limits ty miles per hour; 98-6.004 Minimum limits (2) Collector streets, thirty miles per 98-6.006 Pavement across intersec- hour; tion (3) itilinor streets, twenty miles per 98-6.008 Street entering intersec- hour; . tion (4) Private roads, fifteen miles per 98-6.010 Vertical curves hour. 98-6.012 Minimum length of ver- (b) ''Headlight sight distances' shall be tical curve ; provided for sag vertical curves in accor- 28 MOOS dance with these requirements, except Article 98-8,2 where installation of street lights elimi- Design nates any sight restriction due to lighting. (Ord. 71- ) 98-8.202 General. The structural design of the pavement includes the determina- 98-6.012 :Minimum 'length of vertical tion of the thickness and type of subbase, curve. The minimum length of a vertical base, and surfacing to be placed over the curve shall be fifty feet for minor streets basement soil according to an accepted and private roads, one hundred feet for method used by the Public Works Depart- collector streets, and two hundred feet ment. The Public Works Department shall for arterials. (Ord. 7S-„,} specify the structural design for the streets. (Ord. 7%-,J„.) 98-6.014 Earth slopes in cuts or em- bankments. Earth slopes in cuts or em- 98-8.204 Soil tests. The subdivider, at bank�ment -sections shall not be steeper his expense, may make tests of the soil than one and one-half feet horizontal to over which the surfacing and base is to be one -foot vertical, unless steeper slopes constructed and furnish the test reports to have been approved based on a report sub- the Public Works Department for use in mitted by a soil engineer. The soil report determining a preliminary structural de- shall be filed with the Public Works sign of the roadbed. Tests and pavement . Department. (Ord. lit- 5 } structural design will be made by the Public Works Department after the pay- 98-6.016 Horizontal curves. ment of the inspection fee. (Ord. 79s-„,.rL_ ) (a) Changes in direction of the streets shall be made with horizontal circular 98-8,206 Thickness of base material and curves, with the edges of the pavement sur acin . In no case shall the thickness o and curb lines parallel to and equidistant the base material be less than five-tenths from the centerline of the right-of-way. of one foot, nor shall the thickness of (b) The radius of curvature in the center- asphalt concrete surfacing be less than line of the street shall not be less than: fifteen-hundredths of a foot. `(Ord. 7%- (1), Arterial street, six hundred fifty 5 ) feet; (2) Collector street, two hundred feet; 98-8.208 Crown. The pavement crown (3) Minor street, seventy-five feet; an geometric design of the street cross- (4) Private road, twenty-five feet. section shall be shown and dimensioned on (Ord, 7$-fir ) the improvement plans, and shall conform to accepted design standards. The mini- Chapter 98-8 mum cross-slope shall be two percent. On street grades over six percent, a five PAVEMENT percent cross-slope shall be provided adja- cent to the curb and gutter for a distanee Article 98-8.2 Design of not less than ten feet from the face of Sections: the curb, reduction of which may be 98-8.202 General approved by the Public Works Depart- 98-8.204 Soil tests ment. Crown requirements are waived for 98-8.206 Thickness of base mater- private roads. (Ord. 78- ) ial and surfacing 98-8.208 Crown 29 Chapter 98-10 permanent survey monuments at the loca- tions specified on the filed subdivision STREET TREES map. The monuments and appurtenances shall conform to approved standards and Sections: details prescribed by -the Public Works 98-10.002 Removal Department. (Ord. 7%-.5_) _! 98-10.004 Approval of species and planting. 912-2.004 Allowable error. The allow- 98-10.006 Encroachment permit able field survey error shall not exceed required. one part in five thousand in distance, or thirty seconds in angular measurement. 98-10.002 Removal. All trees con- (Ord. 7S-�) flirting with the grading, utilities, or other improvements, or overhanging the 912-2.006 Establishment of survey sidewalk or pavement so as to form a measurements. Establishment of all sur- nuisance or hazard, shall be removed or vey measurements shall be certified to in trimmed to eliminate such nuisance •or writing by the engineer to the Public hazard. (Ord 7%- Works Department prior to acceptance of street improvements: (Ord. 7S- 98-10.004 Approval of species and planting. Trees to be planted along the 912-2.008 Drainage easements. Along street within the right-of-way shall be of all portions of natural channels or water! such species and be planted in such lora- courses within or bordering upon the tions as may be approved by the Public subdivision, all angle points and inter- Works Department. (Ord. 7%-!i_ ) = sections at lot lines or drainage easements shall be marked on the ground in such a 98-10.006 Encroachment permit. An en- manner as to be readily identified on croachment permit shall be obtained from visual inspection as those which appear the Public Works Department for street upon the Final Map or Parcel Map. (Ord. tree planting. (Ord. 7%- 7g- ) Division 912 Division 914 SURVEY MONUMENTS DRAINAGE Chapters: Chapters: 912-2 General Providions 914-2 Minimum Requirements 914-4 Appurtenances in Public Chapter 912-2 Rights-of-Way 914-6 Open Channels and Con- GENERAL PROVISIONS duits 914-8 Levees Sections: 914-10 Easements 912-2.002 Conformance to approved 914-12 Miscellaneous standards 912-2.004 Allowable error Chapter 914-2 912-2.006 Establishment of survey measurements MINIMUM REQUIREMENTS 912-2.008 Drainage easements r Sections: 912-2.002 Conformance to approved 914-2.002 Protection from surface standards. The subdivider shall construct waters 30 01050 914-2.004 Adequate storm drainage subdivision shall be designed to adequately facilities convey the storm water runoff from the 914-2.006 Surface water flowing ultimate development of the drainage from subdivision basin or watershed lying within and above 914-2.008 Surface water flowing to the subdivision. subdivision. (b) Wherever surface waters must be 914-2.010 Storm water disposal re- conveyed beyond the boundaries of the strictions subdivision in order to discharge into a 914-2.012 Runoff quantity deter- natural watercourse or to an existing mination adequate storm drainage facility, the sub- 914-2.014 Drainage facilities -Mini- divider shall comply with either subsec- mum capacities tions (c), (d) or (e), prior to filing of the 914-2.016 Closed conduit require- Final Map or Parcel"Map. meets (c) The subdivider shall deposit with the 914-2.018 Channel design standards Public Works Department a copy of a duly recorded drainage release from the adja- 914-2.002 Protection from surface cent property owners in a form and waters. All portions of the subdivision content acceptable to the County Coun- shall be protected from flood hazard, sel, accepting the flow of surface waters inundation, sheet overflow and ponding of from the subdivision onto and over that storm waters, springs and all other sur- property, or the detention and ponding of face waters. All finished floors shall be surface waters upon that property, with- above the water surface of a 100-year out liability by the county for damages frequency storm runoff. (Ord. 7%- 5 ) occurring therefrom. Such releases shall be obtained from all property owners 914-2.004 Adequate storm drainage between the boundaries of the subdivision facilities. The design of all improvements and the point at which the surface waters within the subdivision shall be such that will enter a natural watercourse having all surface waters occuring within the definable bed .and banks or an existing subdivision, as well as all surface waters adequate storm drainage facility. flgwing onto and/or through the subdivi- (d) The subdivider shall deposit with the sign, shall be conveyed through the sub- Public Works Department a copy of a duly division without damage:to any improve- recorded grant of a drainage easement to ment, building site, or dwelling which may the county from the property owner(s). be constructed within the subdivision. Such a document shall be obtained from Storm drainage facilities within the subdi- all property owners between the bound- vision shall be designed to adequately aries of the subdivision and the point at convey the storm water runoff from the which the surface waters will be dis- ultimate development of the drainage charged into a natural watercourse or an basin or watershed. (Ord. 7Y>- ) existing adequate storm drainage facility, or the area upon which surface waters will 914-2.006 Surface water flowing Erom be detained and ponded. subdivision. (e) The subdivider shall present written (a)"Su (face waters flowing from the evidence which proves to the satisfaction subdivision in any form or manner shall be of the Public Works Department that it is conveyed without damage to any improve not feasible to obtain by negotiation from ment, building, or dwelling to a natural the property owner(s) either a drainage watercourse having a definable bed and release or a grant of drainage easement. banks, or to an existing adequate storm The Public Works Department may then drainage facility. Storm drainage facili- authorize the subdivider to institute con- ties to be constructed outside of the demnation proceedings to obtain the ease- 31 00051 ment. (1) Major drainage channels and conduits (f) Whenever it shall appear to the shall have sufficient capacity to contain a subdivider, that those heretofore men- fifty-year frequency of average recur- tioned matters relating to the acquisition rence interval runoff; of drainage releases and easements, (2) Secondary drainage channels and and/or the institution of condemnation conduits shall have sufficient capacity to proceedings, may be more expeditiously contain a twenty-five year frequency of administered by the County of Contra average recurrence interval runoff; Costa, the subdivider may request that (3) Minor drainage facilities, channels the Board of Supervisors direct the Public and conduits shall have sufficient capacity Works Department to assume the respons- Jo contain a ten-year frequency of aver- ibility for proceeding with these matters. age recurrence interval runoff. (Ord. 7Q- The Board, upon such terms and conditions ) as they specify may authorize the Depart- ment to act on behalf of the subdivider in 914-2.016 Closed conduit reuuirements. complying with subsection (b). (Ord. 7&- Waters within street areas shall be placed } in closed conduits when the maximum depth of computed flow exceeds the capa-. 914-2.008 Surface water nowin to sub- city of the gutter or creates a traffic division. Whenever surface waters ow- hazard or endangers property. Storm ing to or onto the subdivision in any form water in natural ur artificial drainage or manner will be detained or ponded on channels shall be placed in closed conduits adjacent property(s) as the result of im- or concrete lined channels where the provements constructed by the subdivider, quantity docs not exceed eighty cubic feet the subdivider shall comply with Section per second except that the advisory 914-2.006 prior to the filing of the Final agernsy may recommend that an existing Map or Parcel Map. (Ord. 78- natural watercourse endowed with signifi- cant natural beauty in the form of trees, 914-2.010 Storm water disaosal re- shrubs, or scenic attraction may be uti- strictions. Storm waters flowing from the lized for an open drainage facility with subdivision in any form or manner shall such drainage improvements as may be not,*be permitted to flow into any water designated by the Public Works Depart- conveyance facility of the Contra Costa meet. Such areas shall either be dedi- Canal, nor into any other water convey- cated as easements or designated on the ance or impounding facility for domestic Final Map or Parcel Map as drainage water consumption. (Ord. 7%- 5 ) reserves upon and within which no im- provements or structures of any nature 914-2.012 Runoff quantity determina- shall be constructed without the written tion. Runoff quantities shall be deter- consent of the Public Works Department. mind by methods consistent with current (Ord. 7%- engineering practices using basic data supplied by the Public Works Department 914-2.018 Channel desien standards. for the frequency of the average recur- Design of drainage channels, conduits, and rence interval stipulated in Section 914- appurtenances shall conform with design 2.014. (Ord. 79- J } standards of the Public Works Depart- ment. (Ord. 75- } 914-2.414 Drainage facilities-.Minimum capacities. Drainage acilities directly Chapter 914-4 a fecting the subdivision shall have the f following minimum capacities: APPURTENANCES IN PUBLIC RIGHT-OF-WAY 32 09052 . Article 914-4.2 Culverts 914-4.402 Discharge to roadside Sections: , ditches. No concentrate ow 7-storm • 914-4.202 Under driveway culverts waters from a subdivision shall be dis- 914-4.204 Street crossing culverts charged into a roadside ditch. (Ord. 7%- 914-4.206 %914-4.206 Culverts outside the road- 5 ) way 914-4.404 Roadside ditch sections. Article 914-4.4 Roadside Ditches Roadside ditch sections shall be subject to - Sections: the approval of the Public Works Depart- 914-4.402 Discharge to roadside ment as to shape, size, gradient, lining, ditches :and location within the road right-of-way, 914-4.404 Roadside ditch sections and shall have the required hydraulic 914-4.406 Purpose of Roadside capacity. (Ord. 7% I.S ) ditches 914-4.408 Roadside ditch gradients 914-4.406 Purpose of roadside ditches. - Roadside ditches and gutters shall be Article 914-4.6 Miscellaneous provided to carry the drainage from the Sections: road and tributary lands without damage 914-4.602 Piping requirements to the roadbed or abutting property. (Ord. 914-4.604 Storm drain inlets 7%- ) 914-4.606 Drainage structure to al- low for tidal action and 914-4.408 Roadside ditch gradients. flood stage The maximum gradient for earth roadside ditches shall not exceed four percent, nor Article 914-4.2 be less than one percent. The minimum Culverts gradient for lined roadside ditches shall 914-4.202 Under driveway culverts. not be less than one percent. (Ord.. 7- ) Culverts under driveway entrances for 5 roadside ditches shall be adequate to Article 914-4.6 carry the design flow, but shall not be less Miscellaneous than twelve inches inside diameter. (Ord. 7%- ) 914-4.602 Piping requirements. All corrugated steel and aluminum pipe in- 914-4.204 Street crossing culverts. tended for use within the roadway shall be Culverts crossing the street shall be of a of the gage recommended by the manu- size adequate to carry the design flow, facturer and approved by the Public Works but shall not be smaller than fifteen Department for the cover and service inches inside diameter for concrete or conditions required. Corrugated steel and eighteen inches inside diameter for cor- aluminum pipe shall be bituminous coated rugated metal pipe or aluminum pipe. where required by the Public Works De- (Ord. 79 } partment. Additional protective coating or paving of metal pipes may be required 914-4.206 Culverts outside the road- for severe service conditions. The gage of way- Culverts or use outside the road- pipe proposed at each location shall be way may be of any approved type and noted on the improvement plans. (Ord. strepth to meet field conditions. (Ord. 7S- 7%- % ) 914-4.604 Storm drain inlets. Storm Article 914-4.4 -drain inlets shall be of a design approved Roadside Ditches . by the Public Works Department. Water 33 00053 shall be directed into the storm drain inlet 914-6.008 Lined channels—Side slopes. without a reversal of direction of the flow Side slopes for lined channels sna.0 be of the water. (Ord. 7%- ) those specified by a soil engineer. (Ord. 7S- 5 ) 914-4.606 Drains a structures to allow for tidal action and flood stage. Drainage 914-6.010 Closed conduits—,Nlinimum structures shall allow for tidal action and flow line. Minimum flow line gradients flood stage where applicable. The hydrau- To—r-c-1-0-iR conduits shall be not less than lic pressure elevation in any storm drain- three one-thousandth foot per foot. (Ord. age system shall be at least one and 78-�r ) twenty-five-hundredths feet below the top of any inlet grate or manhole. (Ord. 7$- 914-6.012 Closed conduits or lined ), channels—Outlet velocit lYhere the outlet velocity from a closed conduit or lined channel exceeds the maximum Chapter 914-6 allowable velocity for the earth channels receiving the flow, suitable protective OPEN CHANNELS AND CONDUITS works such as riprap. or a stilling basin shall be provided. (Ord. 7%- ) Sections: 914-6.002 Earth channels - Maxi- 914-6.014 Clearance of natural char- mum design velocities nets. The subdivider shall, within the 914-6.004 Earth channels - Minimum boundaries of the subdivision, selectively velocities clear all natural channels and water- 914-6.006 Earth channels - Side courses of all structures, trees, brush, and slopes debris which would interfere with or 914-6.008 Lined channels - Side obstruct the flow of storm waters. (Ord. slopes 7S- ) 914-6.010 Closed conduits - Mini- mum.flow line Chapter 914-8 914-6.012 Closed conduits or lined channels - Outlet velocity LEVEES 914-6.014 Clearances of natural channels Sections: 914-8.002 Compliance requirements 914-6.002 Earth channels—Maximum 914-8.004 Toe and slope require- design velocities. Maximum design velo- ments cities for natural or artificial earth chan- 914-8.006 Top width nels shell be those specified by a soil 914-8.008 Earth embankments engineer in the preliminary soil report. 914-8.010 Degree of protection (Ord. 7%r- ) 914-8.012 Approval of design and construction 914-6.004 Earth channels—Minimum 914-8.014 Control and maintenance velocities. Minimum velocities at design capacity for earth channels shall be three 91.4-8.002 Compliance requirements. feet per second. (Ord. 7% 5 ) Adequate levees shall be provided in compliance with Section 914-2.002. (Ord. 914-6.006 Earth channels—Side slopes. 78- ) Side slopes for improved earth channels shall be those specified by a soil engineer, 914-8.004 Toe and slope requirements. but in no instance shall side slopes be For levees used in combination with open steeper than one and one-half horizontal channels and waterways, the toe of the to one vertical. (Ord. 7%-5 ) levee on the water side shall be placed at 34 00054 least two feet back from the top of the County, levees shall provide protection bank of channel or waterway. Levee from tides, flood flows in the Sacramento slopes shall not be steeper than two and San Joaquin Rivers and all waterways horizontal to one vertical. (Ord. 77,- 5 tributary thereto, and waves created by wind action. The basis for flood protection . 914-8.006 Top width. Top width of shall be the U.S. Army Corps of Engineers' outer or circumferential levees con- standard project flood, approximately structed for the protection of reclaimed equivalent to a recurrence interval of two lands shall be not less than eighteen feet. hundred years. Tops of curbs shall be not (Ord. 7$- ) lower than elevation 9.5 U.S.G.S. datum. (Ord. 7%- , ) 914-8.008 Earth embankments. Earth embankments necessary for protection of 914-8.012 Approval of design and con- any portion of the subdivision from sur- struction. Approval o the design and face waters and not adjacent to open construction of all levees within those channels or waterways shall have mini- areas described in Section 914-8.010 (2), (3) mum top widths of five feet. Embank- and (4), shall be obtained from the U.S. ment slopes shall be the same as for Army Corps of Engineers, California State levees. (Ord. 7Q-.rL_) ; Reclamation Board, San Francisco Bay Conservation and Development Commis- 914-8.010 Degree of protection. The sion, and any active.operating local recla- degree oT protection for which levees mation district within whose boundaries shall be designed shall be as follows: levees are to be constructed. (Ord 7%- ..5_ (1) For watercourses and channels, ) levees shall provide the degree of pro- teetion as specified in Section 914-2.012; 914-8.014 Control and maintenance. (2) For those areas to be protected from The jurisdiction or the control and main- waters of San Francisco Bay and San tenance of all required levees shall be as Pablo Bay from the southerly and westerly determined by the county, except as to boundaries of Contra Costa County to the areas where reclamation districts or dis- •state highway bridge at Carquinez Strait, triets with similar powers have such re- levees shall provide protection from tides sponsibilities, in which case the district and from waves created by wind action. having that responsibility shall present Tops of curbs shall be hot lower then assurances satisfactory to the county that elevation 7.5 U.S.G.S. datum; they have the necessary means and will (3) For those areas to be protected from perform the continued necessary mainte- the waters of Carquinez Strait and Suisun nance of those levees protecting the Bay from the state highway bridge at subdivision. (Ord. 7% 5 ) ` Carquinez Strait to Simmons Point on Chipps Island, levees shall provide protec- Chapter 914-10 tion from tides, flood flows in the Sacra- mento and San Joaquin Rivers, and waves EASEMENTS created by wind action. The basis for 'flood protection shall be the U.S. Army Article 914-10.2 Closed Conduits Corps of Engineers' standard project Sections: flood, approximately equivalent to a re- 914-10.202 Closed conduits - Mini- currence interval of two hundred years. mum widths of easements Tops of curbs shall be not lower than elevation 8.5 U.S.G.S.,datum; Article 914-10.4 Open Channels (4) For those areas within the delta area Sections: from Simmons Point on Chipps Island to 914-10.402 Improved channels the easterly boundaries of Contra Costa .width of easements 35 0055 Channel Top Access Easements 914-10.404 Improved channels - Width (Feet) (Minimum Width-Fret) Access easements 040 12 one side. S other side it within sabdivmsion 914-10.406 Unimproved channels - 10-i0 15 one Sade, 3 other side it within subdivision - 30-40 18 one side, 3 other side if within subdivision Width of easements 40-50 Zl one side, 3 other side it within subdivision 914-10.408 Unimproved channels - 50-e0 15 each side it within 3ubdivi3ion 60-70 L8 each side if within subdivision Structure setback 80 and above Zl each side it within subdivision 914-10.410 Structures and land- scaping within ease- ments (b) For lined channels, access easements shall be provided along the. banks as Article 914-10.6 Levees and Ponding follows: Areas Channel Lining Access Easements Sections: Top Width Minimum Width 914-10.602 Easements and ponding (Feet) (Feet) areas 3-10 3 one side 6 other side Article 914-10.2 10-15 6 one. side 12 other side Closed Conduits 15-30 6 one side 15 other side 30-40 6 one side 18 other side. 914-10.202 Closed conduits—Minimum 40-50 6 one side 21 other side - widths of easements. Minimum widths of 50 and above same as earth channels drainage easements for closed conduits (c) Access easements shall be graded in a shall be equal to the outside diameter or manner so as to be usable by vehicular width of the conduit plus three feet on maintenance equipment but need not be each side, but in no location less than ten surfaced. Minimum radius of centerline feet. Drainage easements shall not be of access easements shall be forty feet. divided longitudinally by lot lines. (Ord. All access easements along channels shall 7%- 5 ) be provided with ingress easements from a public way and be usable by vehicular Article 914-10.4 maintenance equipment. The minimum Open Channels width of the ingress easements shall be twelve feet. Where trees in place on and 914-10.402 Improved channels - Width adjacent to channel banks are to remain, of Easements. The width of drainage adequate additional vehicular access ease- easements for excavated earth channels ment width shall be dedicated. (Ord. 71&- and channels greater than three feet in 5 _ width that are lined with concrete or - other materials, shall contain the full 914-10.406 Unimproved channels - = outside 'top width of channel, including Width of Easements. The width of drain- lining and the required adjacent access age easements for unimproved channels easements. For lined channels having a with side slopes steeper than 2:1 (2- top width less than three feet the mini- horizontal to 1-vertical) shall be deter- mum width of drainage easement shall be mined by a line measured from the toe of ten feet. (Ord. 7Tr 5 ) slope a distance of twice the channel depth plus the appropriate top of bank 914-10.404 Improved channels - Access setback as follows: easements. a For excavated earth channels, within Channel Depth Top of Bank Set-Back the subdivision, access easements shall be (Feet) Ninimum Width-Feet) provided along the banks as follows: 0-6 12 each side'if within subdivision 6-12 15 each side if within subdivision 12-18 18 each side'Wwithin subdivision IS and above 21 each side if within swdivision 36 00056 The width of drainage easements for Article 914-12.2 unimproved channels with side slopes flat- Ponding Areas ter than 2:1 (2-h9rizontal to 1-vertical) shall be the channel top width plus the 914-12.202 Ponding areas -- When appropriate top of bank setback. (Ord. permitted. Disposal of storm water drain- 7$- age by means of ponding areas may be permitted only with the approval of the 914-10.408 Unimproved channels _ public Works Department, after study of Structure setback. the proposed disposal basin topography For unimproved channels exceeding 21- and soil characteristics and only where no feet in depth a structure setback line shall ._other reasonable method of disposal is be determined by measuring from the toe feasible. (Ord. 7%- of %of slope a distance of three times the channel depth. If the structure setback Article 914-12.4 line falls outside of the drainage easement Subdrainage the .Developer shall grant development rights to the county in a form that forbids 914-12.402 Subdraina e — Where re- location of structures, other than drainageuq ired. Subdrain facilities shall be pro- structures, within the setback area with- vided where specified by the soil engineer out approval of the Public Works Depart controlling the work and other areas ment. (Ord. 7S- where deemed necessary by the county to prevent sliding or settlement of the earth 914-10.410 Structures and landscaping surface. Facilities will be required to within easements. No permanent strut- convey the subdrainage to an approved tures of any kind other than drainage point of discharge. (Ord. 7%-5 ) structures may be constructed within or over any drainage or access easement. Division 916 Landscaping including trees and shrubs may be accomplished within easements WATER AND SEWERS upon approval by the Public Works De- partment. (Ord. 7%- 5 ) Chapters; 916-2 Water Article 914-10.6 916-4 Sewers Levees and Ponding Areas Chapter 916-2 91.1-10.602 Easements for levees and ponding areas. All levees and all poncn— WATER areas shall be completely contained within . drainage-easements. (Ord. 78- 5 ) Sections: Chapter 914-2 916-2.002 Adequate Supply _ 916-2.002 Adequate Supply. An ade- MISCELLANEOUS quate approved water supply shall be provided to serve all of the proposed Article 914-12.2 Ponding Areas subdivision. (Ord. 7%5 ) Sections: 914-12.202 Ponding Areas When Chapter 916-4 permitted SEWERS Article 914-12.4 Subdrainage Sections: Article 916-4.2 Sewers e 914-12.402 Subdrainage-Where re- Sections: quired 916-4.202 Sewerage.requirem en ts 37 ►'y 01(t / Article 916-4.4 Sanitary Sewers and Cha_oter 918-2 Sewage Treatment Plants GENERAL PROVISIONS • Sections: 916-4.402 Sewer system and sew- Sections: age treatment . plant 918-2.002 Required by hazardous construction conditions 918-2.004 Required where street Article 916-4.2 crosses watercourses or Sewerage drainage structures 918-2.006 Required along outside 914-4.202 Sewerage requirements. boundaries of open lined Sewerage shall be provided to the sub- channel easements division by a public sanitation district or utility having adequate plant and facil- 918-2.002 Required by hazardous con- ities. If, based on evidence submitted, the ditions. Fences shall be constructed by advisory agency finds that it is not feasi- the subdivider where a condition hazard- ble to construct, install, or connect to a ous to persons or property may exist. sewerage system it may refer any request (Ord. 7%-s--) for an alternate means of sewage disposal to the County Health Department. (Ord. 918-2.004 Required where street crosses watercourses or drainage struc- tures. Wherever a street crosses over a Article 916-4.4 watercourse or open channel, fences shall Sanitary Sewers and Sewage be provided around the head walls, end Treatment Plants walls and other appurtenances of bridges or drainage structures, and shall be of a 916-4.402 Sewer system and sewage type, height and location as required by treatment plant construction. In those the Public Works Department. (Ord. 7%- areas served by a sanitation district under ) ' the jurisdiction of the county, as distin- guished from a local sanitary district, all 918-2.006 Required along outside boun- sewage treatment facilities and appurte- daries of open lined channel easements: . nances shall be constructed in accordance Fences shall be installed along the outside with the requirements of the Public Works boundaries of all easements containing Department and under the inspection of open lined channels having a depth of one the Public Works Department subsequent and one-half feet or more. Fences shall to payment of all required fees and be of the chain-link type, six feet in charges. Sanitary sewers to be con- height, and provided with gates at appro- structed in areas other than those under priate locations. (Ord. 7%- the 4the jurisdiction of the county, shall be submitted to the appropriate agency for Division 920 review. (Ord. 7%- 5 ) PARK DEDICATIONS Division 918 FENCES Chapters: 920-2 General Chapters: 920-4 Requirements 918-2 General Provisions 920-6 Standard for Area and'Fees 38 00058 920-8 Private Space 920-4.004 Single parcel development. 920-10 Use and Time Limits As a condition of approval of any permit 920-12 Procedures to build a principal residential structure, _ including but not limited to a multiple family structure or trailer (mobile home) Chapter 920-2 park; an owner shall dedicate land, pay a fee in lieu thereof, or do a combination of GENERAL both, for public park or recreational pur- poses in accordance with the same stand- ards as if a final map or parcel map were Sections: required. (Ord. 7%- ) 920-1.002 Authority 920-2.004 Plan 920-4.006 Exemptions. Subdivisions 920-2.006 Regulation containing less than.five 5) parcels and not used for residential purposes shall be 920-2.002 Authority. This division is exempted from the requirements of this enacted pursuant to the authority granted section; provided however, that if a build- bv Government Code Section 66477 and ing permit is requested for construction of the Constitution of the State of Califor- a residential structure or structures on nia. (Ord. 7%- ) one or more of the parcels the fee shall be required to be paid by the owner of each 920-2.004 Plan. The park and recrea- such parcel as a condition to the issuance tional facilities, for which dedication of of such permit. (Ord. 71- 5 ) land and/or payment of a fee are required, shall be in accordance with the Recrea- tion Element of the General Plan. (Ord. Chapter 920-6 74-5) STANDARDS FOR AREA AND FEES 920-2.006 Regulation. The Board may from time to time, by resolution, issue Sections: regulations to establish administration, 920-6.002 Dedication procedures, interpretation and policy di- 920-6.004 Amount of fee rection under this division. (Ord. 7%- 5 ) 920-6.002 Dedication. The total area required to be dedicated shall be com- Chapter 920-4 puted by multiplying the number of dwell- ing units to be included in the develop- REQUIREMENTS ment by five hundred square feet. As used in this division, "dwelling unit" means Sections: a building or a portion thereof, or a 920-4.002 Subdivision mobile home, designed for residential oc- 920-4.004 Single parcel development cupation by one person or a group of two 920-4.006 Exemptions or more persons living together as a domestic unit. (Ord. 7%- 5 ) 920-4.002 Subdivisions. As a condition of approval of a preliminary or final 920-6.004 Amount of fee. When fees development plan, tentative or final map are to be paid in lieu of land dedication, or parcel map (which are hereinafter succi fees shall be $300 per dwelling unit. referred to as development), the devel- A combination of fee payment and land oper of land for residential use, excluding dedication is permissible if approved by that land which is exempt as provided in the Planning Agency. (Ord. 7%- a ) the Subdivision Map Act, shall dedicate land, pay a fee in lieu thereof, or do a Chapter 920-8 combination of both, for public ppaark or g 5 recreational purposes. (Ord. 7 ) PRIVATE SPACE 39 .f►zl�r5J 'r 1 f i Sections: or other recreational improvements that 920-8.002 Partial Credit for private will meet the specific recreation park • space. - needs of the future residents of the area: 920-8.004 Standards Criteria List Acres 1. Children's play apparatus area .50 - .75 920-8.002 Partial Credit for private 2. Landscape park-like and quiet .50 - 1.00 space. Where private area for park and area recreational purposes is provided in a 3• Family Picnic area .25 - .75 P P P �4. Game court area .?S • .50 proposed development and such area is to 5. Turf playfield 1.00 - 3.00 be privately owned and maintained by the 6. swim pool (ut' x 75' with .25 - .50 adjacent deck and lawn area) future owner(s) of the development, par- . 7. Recreation center building .15 - .25 tial credit may be given by the planning (Ord. 7%- 5 ) agency not to exceed 50% against the requirement of land dedication or pay- ment of fees in lieu thereof if the Chapter 920-10 planning agency finds that it is in the public interest to do so and that all the USE AND TIME LIMITS standards set forth in Section 920-8.004 are met. (Ord. 78- 5 ) Sections: 920-10.002 Use of land and fees. 920-8.004 Standards. There standards 920-10.004 Establishment and Be- are: velopment time. (1) That yards, court areas, setbacks 920-10.006 Hold or transfer and other open areas, required to be maintained by the zoning and building 920-10.002 Use of land and fees. The .ordinances and regulations shall not be land, fees, or combination thereof are to included in the computation of such pri- be used only for the purpose of providing vate areas; and park or recreation facilities which will (2) That the private ownership and serve future residents of such develop- maintenance of the area is adequately ment; but if the County General Plan or a provided for by recorded written agree- Specific Plan contemplates a larger or ment, covenants or restrictions; and more significant recreation development (3) That the use of the private area is (such as an area or community park) which restricted for park and recreational pur- will serve an area including the develop- poses by recorded covenants which run ment, the dedicated land or fees may be with the land in favor of the future devoted to such use. (Ord. 7g- ) owners of property within the tract and - which cannot be amended or eliminated 920-10.004 Establishment and develoo- without the consent of the county, or its meet time. The planning agency, in successor; and agreement with the local agency having (4) That the proposed private area is park responsibility, if available, shall as- reasonably adaptable for use for park or sure the establishment and development recreational purposes, taking into consid- of the park and recreational facilities as eration such factors as size, shape, topo- the area develops and such facilities graphy, geology, access and location; and become necessary. (Ord. 7%- 5 ) (5) That facilities proposed for the area are in substantial accordance with 920-10.006 Hold or transfer. All land the provisions of the Recreational Ele- so dedicated or f ees paid shall be held by ment of the General Plan; and the county only for such purpose, but the (6) That the area for which credit is county may transfer such land and/or fees given is a minimum of two contiguous to a local agency having authority to acres and provides a minimum of four of provide park and recreation services in the local park basic elements listed below, the area. (Ord. 79- 5 ) 40 00060 Chapter 920-12 920-12.006 Prerequisite for approval of Final Map, Parcel Map, or Building PROCEDURES mit. mit. raTLand: When land is to be dedicated, it Sections: shall be offered for dedication in substan- 920-12.002 General tially the same manner as for streets and 920-12.004 Decision-Factors other easements. 920-12.006 Prerequisite for appro- (b) Fees: When a fee is required, it shall val of Final Map, Parcel be paid to the county prior to approval of Map, or Building Permit the Final Map, Parcel Map, or Building 920-12.008 Trust-Administration Permit, whichever first occurs. Fees shall 920-12.010 Agency for develop- be placed in a local park or recreation ment and maintenance facilities Trust Fund. (Ord. 7S--4) 920-12.012 Refunds 920-12.014 Exemptions 920-12.008 Trust-Administration. The land and fees shall be held in trust by the 920-12.002 General. At the time of county until the county transfers such• filing a tentative map or other develop- responsibility to a county service area, ment for approval, the developer shall, as district, city, or association. If the a part of such filing, indicate whether he Recreation Element of the General Plan prefers to dedicate land for park and does not indicate the area of benefit and recreation purposes, or to pay a fee in lieu contribution for the specific park required thereof, or do a combination of these. If to serve a development, an appropriate he prefers to dedicate land, he shall amendment will be prepared to so deli- suggest the specific land. (Ord. 73-5) nate an area, or a Specific Plan for such ) 920-12.004 Decision-Factors. At the area maybe developed. (Ord. 7%- time of initial development approval, the920-12.010 Agency for development planning agency shall determine whether and maintenance. The planning agency to require a dedication of land within the shall designate a public agency (city, development, payment of a fee in lieu service area, district or other) to be thereof, or a combination of both. In 'responsible for development and mainte- making this determination, the agency nance of the park. If no such agency is shall consider the following factors: available to assume such responsibility, U) Lands offered for dedication will the planning agency shall require the" substantially comply with the Recreation developer to annex to or to form an Element of the General Plan; appropriate agency, unless waived by the (2) The topography, soils, soil stability, planning agency. When such a public drainage, access, location and general agency is designated for the area, the land utility of land in the development avail- and fees may be conveyed to such agency able for dedication; by the county for the purposes herein (3) The size and shape of the develop- enumerated. (Ord. 7%r- ) ment and land available for dedication; (4) How much land consisting of school 920-12.012 Refunds. playgrounds or public park lands is avail- (a) If a final subdivision reap, or parcel able for combination with dedicated lands map is vacated, and if the county still in the formation of local park and recrea- retains the land or fees, and if the tion facilities; and applicant so requests, the board may order (S) The space or local recreation facil- return to him of such land or fees. ities to be privately owned and maintained (b) If a building permit is cancelled or by future residents of the development. voided, and if the county still retains the (Ord. 77- 5 ) fee, and if the applicant so'requests, the 41 00061 board may order return to him of such Article 924-4.4 Tentative Maps fee. (Ord. Sections: 924-4.402 Filing for resubdivision 920-12.014 Exemptions. A permit to repair or rebuild a dwelling unit which was Article 924-4.2 damaged by fire, Act of God, or other Maps natural disaster shall be exempt from the provisions of this chapter if the permit is 924-4.202 Filing. After a prefiling applied for within one year of the damage conference with the Planning Department or destruction. (Ord. 7%-�) and the Public Works Department, 12 copies of maps providing for reversion to Division 924 acreage shall be filed with the Planning Commission and shall•be in the form of a REVERSION TO ACREAGE BY MAP Final Map or Parcel Map, dependent upon which was used to file the original sub- Chapters: division. (Ord. 7b- 5 ) 924.2 Planning Commission Autho- rity 924-4.204 Street and easement des 924-4 Procedure nation. Such a map shall delineate any streets or easements to be left in effect Chapter 924-2 after the reversion to acreage. (Ord. 7%- . 5 ) PLANNING COMMISSION AUTHORITY 924-4.206 Bond, fee required. Any map Sections: so submitted shall be accompanied by: 924-2.002 Map approval (1) A guarantee of title in the amount of one thousand dollars for the benefit of the 924-2.002 Map approval. The Planning county, issued by a recognized title incur- Commission is the delegated authority to ance company; - approve or disapprove maps in the form of (2) Evidence of nonuse of streets or a Final Map or a Parcel Map which easements; and provides for the reversion to acreage of (3) A filing fee as established or adopted land previously subdivided. (Ord. 7%- 5 by the Board of Supervisors from time to time by resolution, no part of which shall be refundable. (Ord. 7%- 5 ) Chapter 924-4 924-4.208Hearing. The Planning Com- PROCEDURE mission shall conduct its hearing in accor- dance with requirements of Government Article 924-4.2 Maps Code Sections 66499.11 through 66499.20- Sections: 1/2. (Ord. 78- ) 924-4.202 Filing 924-4.204 Street and easement des- 924-4.210 Planning Commission action. ignation The Planning Commission shall act upon 924-4.206 Bond, fee required the reap within forty calendar days after 924-4.208 Hearing its next regular meetin„ or such other 924-4.210 Planning Commission ac- time as mutually ao eed upon by the tion subdivider and Planning Commission or 924-4.212 Certification the map shall be deemed disapproved 42 00062 r r • unless the Planning Commission expressly continues the matter. (Ord. 7,%--rL ) 924-4.212 Certification. The map shall be certi ied by the County Surveyor as required by the Subdivision Map Act. The provisions-and fee for map checking as set forth in Section 94-4.602 shall be appli- cable to checking reversion to acreage 1maps prior to certification. (Ord. 7%- 924-4.214 Filing for resubdivision. A Tentative Map for resubdivision may be filed concurrently with the aforesaid re- version map. (Ord. 7E- ) 10/27/77 43 W��Q�� SECTION II. EFFECTIVE DATE. This ordinance becomes effective 30 days after passage, and within 15 days of passage shall be published once with the names of supervisors voting for and against it in THE INDEPENDENT ' a newspaper published in this County. PASSED on January 10, 1978 by the following vote: AYES: Supervisors - J. P. Kenny, N. C. Fanden, R. I. Schroder, E. H. Hasseltine, and W. N. Boggess. NOES: Supervisors - None. ABSENT: Supervisors - None. ATTEST: J.R.OLSSON, County Clerk �, l & ex officio Clerk of the Board/ /- . . . . . W. N. Bo44e s By: 0 1i�/�ZC� �l�j�j_h Chairman of the Board Jamie L. Johnson, Deputy [SEAL] VJW:s _ ORDINANCE NO. 7 8- 5 44 00064 SECTION II. EFFECTIVE DATE. This ordinance becomes effective 30 days after passage, and within 15 days of passage shall be published once with the names of supervisors voting for and against it in THE INDEPENDENT a newspaper published in this County. PASSED on January 10, 1978 by the following vote: AYES: Supervisors - J. P. Kenny, N. C. Fanden, R. I. Schroder, E. H. Hasseltine, and W. N. Boggess. NOES: Supervisors - None. ABSENT: Supervisors - None. ATTEST: J.R.OLSSON, County Clerk & ex officio Clerk of the Board // W. N. Bogg s By: a1 - Chairman of the Board Jamie L. o nson, Deputy [SEAL] VJW:s ORDINANCE NO. 78- 5 . ORDINANCE N0. 78-4 AN ORDINANCE AMENDING ORDINANCE NO. 382 ENTITLED "AN ORDINANCE OF THE COUNTY OF CONTRA COSTA, STATE OF CALIFORNIA, ADOPTING A PRECISE LAND USE MASTER PLAN OF THE COUNTY OF CONTRA COSTA, STATE OF CALIFORNIA, ESTABLISHING LAND USE DISTRICTS FOR THE UNINCORPORATED TERRITORY OF THE SAID COUNTY OF CONTRA COSTA, AND DIVIDING AND DISTRICTING SAID COUNTY INTO LAND USE DISTRICTS, PROVIDING REGULATIONS FOR THE ENFORCEMENT THEREOF, AND PENALTIES FOR THE VIOLATION OF THIS ORDINANCE", PROVIDING FOR THE REZONING OF A PORTION OF THE ALAMO AREA BEING IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF CONTRA COSTA, STATE OF CALIFORNIA. The Board of Supervisors of the County of Contra Costa, State of California, DOES ORDAIN AS FOLLOWS: SECTION I: The Zoning Ordinance of the County of Contra Costa is hereby amended by the addition of the hereinafter described zoning map. This map is added for the purpose of rezoning a portion of the territory shown thereon. The said map includes a portion of the territory shown on the map entitled a portion of Concord Division sector 6, Contra Costa County, California SECTION II: Section 3A of Ordinance No. 382, of the County of Contra Costa is hereby amended by the addition of Subsection 1556 at the end thereof, as follows: An amendment to a portion of Concord Division sector 6, Contra Costa County, California 78-4 Leonard T. Jazmin, applicant, 2174-RZ, land located in the Alamo Area to single Family Residential District (R-40) Zoning Classification SECTION III: This Ordinance shall take effect and be in force thirty (30) days after date of adoption, and the same shall be published once before the expiration of fifteen (15) days after its passage and adoption, with the names of the members voting for and against the same, in THE VALLEY PTQNV1RP , a newspaper of general circulation, printed and published in the County of Contra Costa. ADOPTED by the Board of Supervisors of the County of Contra Costa, State of California, on the 10th day of January, 1978 , by the following vote: AYES: Supervisors - J. P. Kenny, N. C. Fanden, R. I. Schroder, E. H. Hasseltine, and W. N. Boggess. NOES: Supervisors - None. ABSENT: Supervisors - None. W. N. Boggess Chairman of the Board of Supervisors of the County of Contra Costa, State of California ATTEST: J.R. OLSSON County Clerk and Ex-Officio Clerk of the Board of Supervisors of the County of Contra Costa, State of California Deputy Clerk , Jamie L. Johnson (SEAL) 2174-RZ, Leonard T. Jaen, Applicant 00066 R-2 0 I R 20 O ,�rtH: l• / t ��2U95gt/1 r ii R2QY' A-2 tit + A PORTION OF i 1 MEOEBY CERTIFY ThAT TMIS/S SME MAO I METEORIC TO IN OOOINANCC NO.TB; AND I IS MEREBY NAOE A PANT TNELTOT CONCORD DIVISION SECTOR to i J.O OLSSON. CCU-TT C;ERR CONTRA COSTA COUNTY, CALIFORNIA BEING SECTION 3A.SUBSECTIONISS6,01FORDINANCE NO.382. AS AMENDED BY ORDINANCE MO. OEvuTr CLER. T6-4 .■"ICN IS THE ZONING ORDINANCE OF CONTRA COSTA COUNTY;STATE OF CALIFONXIA Y .L xuI 2171—M'I +K�•.=Y POSITION ADJUSTMENT REQUEST No: m1A Department Auditor-Controller Budget Unit 5594 Date 12113177 Action Requested: Add one Account Clerk I-Project(CETA VI Administration position l Proposed effective date: 1/3/78 Explain why adjustment is needed: To provide clerical services for the CETA VI pre-audit program— Es timated-cos-Fof adjustment: Cc,:,;;L C:::;ta County Amount: 1. Salaries and wages: -�-� E� 4,596 2. Fixed 'As'set's: It;z.t .items and eoe.t) c ia77 ipesk $300; Calculator $425 - t g 725 -+ "ice of Estimated total Ccuni/ l�clminatrc10 5,321 Signature Department Head Initial Determination of County Administrator Date: December 19, 1977 To Civil Service for review and recommendatio Personnel Office and/or Civil Service Commission Date: January 3, 1978 Classification and Pay Recommendation Classify 1 Account Clerk I-Project. Study discloses duties and responsibilities to ba assigned justify classification as Account Clerk I-Project. Can be effective day folloviag Board action. The above action can be accomplished by amending Resolution 71/17 by adding 1 recount Clerk I-Project, Salary Level 240 (766-931) . Assistant PersonneYIDirector Recommendation of County Administrator Date: January 5, 1978 Recommendation of Personnel Office and/or Civil Service Commission approved effective January 11, 1978. County Administrator Action of the Board of Supervisors Adjustment APPROVED ( ) on JAN 10 1978 J OLSSON, County Clerk JAN 10 1978 ° ; 0 G. - _12� C, e - Date: BY= atficia Q. Bell Depyr, Clerk APPROVAL e j &iz cdjuAtment eoa6t tutea cut Appnopriatia►: Adjua#Jnent a,id Peteonnee Rezotuti.on Amendment. SHOTE: Top section and reverse side of form muh t be completed and supplemented, when appropriate, by an organization chart depicting the section or office affected. P 300 (19347) (Rev. 11/70) 00068 -r POSITION ADJUSTMENT REQUEST No: Civil Service Department Department Public Service Employment Budget Unit 581 Date 1/4/78 Action Requested: Classify and add (21) positions. See attached list. Proposed effective date: 1/11/78 Explain why adjustment is needed: CETA Public Service Employment Adiustments necessary to implement FY 77-78 program plan. Estimated cost of adjustment: Contra Costa "County Amount:RECEIVED 1 . Salaries and wages: JA H - $ 2. Fixed Assets: (tizt stems acid_cost) 4 1978 effIreof $ eamw mini otos Estimated to $ Signature for/ partmei ea Initial Determination of County Administrator Date: County Administrator Personnel Office and/or Civil Service Commission Date: 1/4/78 Classification and Pay Recommendation Classify (21) positions. Duties and responsibilities to be assigned justify classification: Can be effective day following Board Action. Classify and add (1) !Microfilm Technician-CETA, Salary level 191 (660-802); (6) Clerk-CETA, Salary level 178 (634-771); (9) Typist Clerk Trainee-CETA, Salary Level 178 (634-771); (4) Probation Aide-CETA, Salary level 267 (832-1011); and 1 Victim/Witness Assistance Aide-CETA, Salary Level 246 (780-948). - � for/ rrsonnel Director Recommendation of County Administrator Date: January 5, 1978 Recommendation of Personnel Office and/or Civil Service Commission approved effective January 11, 1978. County Administrator Action of the Board of Supervisors JAN 10 1978 Adjustment APPROVED ( ) on 51:i OLSounty0 1978 B Date: JAN 1 y: Fairicia A. Sell Deputy.Clerk APPROVAL os tkuz adjustment constitutes an App- op'uuti-on Adju,6tment and Peuonnee Reso.euti,.on Amendment. I NOTE: Top section and reverse side of form must be completed and supplemented, when appropriate, by an organization chart depicting the section or office affected. P 300 (!5347) (Rev. 11/70) 00069 ADDITIONS - CETA TITLE VI - 581 No. Salary Positions Classification Proiect #1 Level Department 1 Microfilm Technician-CETA 85 191 (660-802) Auditor-Controller 6 Clerk-CETA 86 178 (634-771-) Sheriff 5 Typist Clerk Trainee-CETA 87 178 (634-771) Health 2 Probation Aide-CETA 88 267 (832-1011) Probation I Typist Clerk Trainee-CETA 89 178 (634-771) Assessor 1 Typist'Clerk Trainee-CETA 90 178 (634-771) Assessor 1 Probation Aide - CETA 91 267 (832-1011) Probation 1 Victim/fitness Assistance Aide-CETA 92 246 (780-948) District Attornev 2 Typist Clerk Trainee-CETA 93 178 (634-771) Probation 1 Probation Aide-CETA 94 267 (832-1011) Probation 21 Of)0 In the Board of Supervisors of Contra Costa County, State of California January 10 , 1977 In the Matter of Authorization for Implementation of additional new CETA Title VI Public Service Employment Projects. IN ACCORDANCE with the policies and procedures established by the Board for the operation of CETA Title VI projects pursuant to the Board Order of August 16, 1977; and IN ACCORDANCE with the recommendations of the Manpower Advisory Council Public Service Employment Committee that County government be authorized to establish 21 additional CETA Title VI project positions; IT IS BY THE BOARD ORDERED that the following CETA Title VI projects be added to those operated by County government and that said projects be implemented immediately to operate until September 30, 1978, contingent on further funding by the U. S. Department of Labor. Project # Department # Positions Classification 85 Auditor-Controller 1 Microfilm Technician-CETA 86 Sheriff-Coroner 6 Clerk-CETA 87 Health 5 Typist Clerk Trainee-CETA 88 Probation 2 Probation Aide-CETA 89 Assessor 1 Typist Clerk Trainee-CETA 90 Assessor 1 Typist Clerk Trainee-CETA 91 Probation 1 Probation Aide-CETA 92 District Attorney 1 Victim/Witness Aide-CETA 93 Probation 2 Typist Clerk Trainee-CETA 94 Probation 1 Probation Aide-CETA 21 I hereby certify that the fon Pft 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 the Seol of the Boord of Ori g: Civil Service Supervisors cc: County Administrator afxed thiel QEb day of JAN ;'-19 7 8 Attn: G. Brown Director of Personnel (PSE Office) Attn: R. Hagstrom J. R. OLSSON. Clerk Auditor-ControllerB �; Deputy Clerk Attn: G. Gross G. Miller Patricia A. Bell Human Resources Agency Attn: J. Miller ley CONTRA COSTA COUNTY �L�.�C APPROPRIATION ADJUSTMENT ;� � 1 T/C 2 7 / � � v ACCOUNT CODING wj I. DEPART ENi OAOp$iArgAi12 UNITytj 9?jriff-Coroner ORGANIZATION SUB-OBJECT 2. LL�1I.•i;;;; C T, �1 FIXED ASSET <DECREASE> INCREASE OBJECT"ob:t#RE11§gN4a�f6A'iiSSET ITEM 10. pUANTITI 0990 6301 Reserve for Contingencies $183,117 2523 1011 Permanent Salaries $ 26,000 it 1013 Temporary Salaries 6,000 " 1014 Overtime 3,000 " 1042 Fed Old Age Survivors Insurance 700 " 1044 Retirement Contributions 3,500 " 1060 Insurance Contributions 1,200 " 1081 Labor Received 6,000 2100 Office Expense 1,400 " 2102 Books F Subscriptions 60 " 2110 Communications 700 2111 Telephone Exchange 1,500 " 2160 Clothing & Personal Services 300 " 2250 Rental of Equipment 10,000 2261 Occupancy Costs 6,000 " 2270 Repair & Service of Equipment 150 " 2276 Maintenance Radio Equipment 225 " 2303 Use of County Equipment 1,500 " 2310 Professional $ Personal 100,000 " 2360 Insurance - Other 600 " 2472 Criminal Investigation 14,282 0990 6301 Appropriable New Revenue $127,117 APPROVED 3. EXPLANATION OF REQUEST AUDITOR-CONTROLLER � �'� MP n i;�kcxw Funding for Countywide Narcotics Strike Force ey ILlY1�' Date 12/20/7 for the period 1/1/78 •- 6/30/78. Total budget above is $183,117.00. County share is $56,000 COUNTY ADMINISTRATOR approved by the Board on 12/6/77. Cities will By: 4 *&11_y1_(jLrV\,O&0reimburse the County for remaining $127,117.00 Date / / BOARD OF SUPERVISORS YES: $upen►K,t•}:cony.randcct schlodcr,EIO&&P's'yltiae NO:nn JAN 10 19L L On -— --V—--qw S;! VICES ASSISTANT' J,R.ASSON, CLERK 4. OFi'Ci: �_r .. :•. �..�R Q 19/-7 SIGNATURE TITLE DATE By. D is APPROPRIATION A PQQS/2.' Pati 1C;a A. BeH C!erk ADJ. JOURNAL 10. (M 129 Row 7/77) SEE INSTRUCTIONS ON REVERSE SIDE i010 j2 - INSTRUCTIONS NOTE: FORMS ARE AVAILABLE FROM CENTRAL SF,RVICE OFFICE A. Prepare Appropriation Adjustments, Form 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, Com7tunication, 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 Administrator to justify the request to the Board or Supervisors. b. 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. v; + CONTRA COSTA COUNTY ESTIMATED REVENUE ADJUSTMENT T/C 24 I.IE►ARTNENT 01 /RCANIIATION WT. ACCOUNT COIIIcSheriff's Special Projects IRCANIZATIII IE'ENIE 2. INCREASE IECIEAS ACCINIT REVENUE DESCRIPTION 2523 9595 Misc - Govt Agencies 127,117 4 APPROVED 3. EXPLANATION OF REQUEST AUDITOR-CONTRO q To increase estimated revenue due the county from By: �I �� Date12 /2 77 various cities participating in the Countywide Strike Force for the period 1/1/78 - 6/30/78. COUNTY ADMINISTRATOR By: �1n� Date BOARD OF SUPERVISORS YES: SuPmisors Kenny.Fandrn NN 1O 1978 $chr.r cr,fluor..,Hasscln " 1 " NO: Date J. SSON,,CLERK , Patricia A. Bell ^�""`` rie�k REUENNE AIIJ. RA00 5125 JIIINAL 00. (N 0134 T/TT) ~ • CONTRA COSTA COUNTY • APPROPRIATION ADJUSTMENT T/C 2 7 I. DEPARTNENT OR ORCAkIZATION UNIT: ACCOUNT CODING 0540 I EDICAL SERVICES �Ax'.'AT. IGk F SUF-ODJECT 2. FIXED ASSET �DfCREASE> INCREASE 09JECT OF EXPENSE OR FIXED ASSET ITEM 40. QUANTITY i' 6365 2140 Medical and Laboratory Supplies $900.00 - 6.D 2284 Reouested Maintenance $900.00 6302 2140 Medical and Laboratory Supplies 245,00 x505 2100 Office E. ense 200.00 1 6303- 2284 Reouested Maintenance 445.00 i 1 APPROVED 3. EXPLANATION OF REQUEST AUDITOR-CCNTP.OLLER We request that funds be adjusted to allow for the e; �CILDote 'a/-11/77 installation of a 208 volt electric line for the operation of a chemistry analyzer unit for the Martinez Clinical Laboratory estimated to cost 1909. This cost COUNTY ADMINISTRATOR to be absorbed from 1•tedical Supplies. We also request Date / !s/78 that funds be adjusted to provide for the nurcnase and 6y' istallation of linoleum carnet in the Alternate Birth Center. BOARD OF SUPERVISORS YES: SvpervLsors Kenny.F t Aden k hri Kiat }4•C.r.. uaat��•�fi� NO. JAN 10 19 8 On / / ' Assistant Medical Director 12 20 77 J ft. OLSSON, CLERK 4. l 1 SIGNATURE TITLE DATE L � r L. F. Girtman, M.D. Er. QJ }} APPROPRIATION A POO.>i3 Patricia A. Beit DeoL"i Clerk 1 nD:. JDDAIAL 1110. n/�(��.4- (!! 129 Rsv 7/77) SEE INSTRUCTIONS ON REVERSE SIDE 11j 5 I' 4F INSTRUCTIONS NOTE: FORMS ARE AVAILABLE FROM CENTRAL SERVICE OFFICE A. Prepare Appropriation Adjustments, Form M 129, in quadruplicate plus any internal copies desired. If more than one department or district is concerned, prepare an additional copy fur 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 Administrator to justify the request to the Board of Supervisors. 4. 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. 000 t) CONTRA COSTA COUNTY MEDICAL SERVICES 2500 Alhambra Avenue Martinez, California To: Arthur G. Will Dow December 20, 1977 County Administrator L. F. Girtman, M.D. _ Assistant medical Dire From: C. L. Van darter, Director Subject: Appropriation Adjustment Human Resources Agency U� A, The attached proposed appropriation adjustment would provide funds for the installation of a 208 volt electric line for the operation of a chemistry analyzer unit for the Martinez Clinical Laboratory estimated to cost $900. This estimated cost of 5900 would be absorbed from Medical and Laboratory Supplies. Also, this proposed adjustment Would provide funds for the purchase and installation of linoleum carpet in the Alternate Birth Center. A new carpet was recently installed in the Alternate Birth Center, but unfortunately carpeting does not hold well to fluid/liquid accidents that happen to the environment and in addition a safety hazard has been created. The cost of purchase and installation of the linoleum would be absorbed from Medical and Laboratory Supplies and Office Expense. LFG:OR:kkc Attachment cc: Auditor-Controller A-50 2M 7/76 • CONTRA COSTA COUNTY • APPROPRIATION ADJUSTMENT T/C 27 ACCOUNT CODINC 1. DEPARTMENT OR OBCANIZATION UNIT: NEDICA1, SERVICES 054o ORCAWATION SGB-OBJECT 2. FIXED ASSET <DECREASE> INCREASE GBJECT OF EXPENSE OA FIXED ASSET [TEM 40. QUANTITY 6979 4951 Typewriter, Electric 0020 1 ¢ 623.00 6979 1 4952 Lockers, Double Tier 0044 449.00 6979 ! 4956 Power Sweeper 0008 1 $1,200.00 6979 ! 4956 Step Ladders ott4 2 507.00 6522 ! 2170 Household Expense ` 379.00 6979 4956 l Pallet Mover 0001 58.00 6979 4956 Delivery Cart 0010 58.00 6979 4951 Desks 0024 1q 3,250.00 6979 4951 Typewriter, Electric 0020 2 1,379.00 6567 12131 i•;inor Equipment I 171.00 6569 12131 Minor Equipment 1,700.00 y i - I APPROVED 3. EXPLANATION OF REQUEST AUDITOR-CONTROLLER (� 1. We request that the power Beeper be cancelled �1,a7/7 ($1,200) in order that we may purchase one electric Sy. Date typewriter ($623) and two step ladders ($507) and apply ($70) to the double tier lockers ($379) COUNTY ADMINISTRATOR being absorbed from household expense. Funds approved for the power sweeper were inadequate for Date11-:5'17Sthe size of sweeper needed, therefore the repriority- ing procurement action is nrorosed. We also find BOARD OF SUPERVISORS that the estimated cost of the double tier lockers YE S : Supers'isors Kenny,F3hd"7 is $449 in excess of the amount authorized. These �� « ducss Hsxicine proposed actions relate to environmental services. No: 1��, + 19 g 2. We request an additional 858 to purchase a pallet JAN 10 - / / mover for the stores department which we will 0" ab orb frQm 40,j6-0 0 (Delive Cart) . (Continued 4safslr�. J.R OLSSON, CLERK 4. rector 12 X6/77 (� St L. F. GirtmYM•TUIIC TI7L[ DAT[ an, M.D. �,. APPRDPRunoN A PQO,:23J Patricia A. Bell Deputj Clec{c ADS JoueNAL No Of 10 1� Rev 7/77) SEE INST?UCTIONS ON REVERSE 31DE i r 1 INSTRUCTIONS NOTE: FORMS ARE AVAILABLE FROM CENTRAL SERVICE OFFICE A. Prepare Appropriation Adjustments, Form 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, Co mn nication, 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 Administrator to justify the request to the Board of Supervisors. 4. 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. 000 i49 3. We request that Hinds appropriated for 19 desks be eliminated ($3,250) and that these funds be shifted to provide for the purchase-of two additional electric typewriters (one for POP and the other for the Business Office Insurance Unit (*1,379)) • The balance of Y1,871 is requested to be reprogrammed to minor equipment so that we may have funds to purchase calculators , microfiche viewers and office files all of which are non-capital in nature. The acquisition of typewriters , calculators, viewers and files are considered more productive items than desks since there are tables , etc. at which employees can work, but they need the other equipment to do the work. Except for the proposed typewriter for PIU', all of these actions relate to the hospital business office and pertain to appropriations authorized on AP00 Jornal 5067. j 000SO CONTRA COSTA COUNTY MEDICAL SERVICES 2500 Alhambra Avenue Martir.ez, California To: Arthur G. Will Date: December 16, 1977 County Administrator L. F. Girtman, M.D. From: Assistant Medical Dir Subject: Appropriation Adjustment C. L. Van Marter, Direc Human Resources Agency The attached proposed appropriation adjustment would accomplish the following: 1. Environmental Services : Provide funds for the acquisition of an electric typewriter, two step ladders , and an increase in funds to buy double tier lockers ($449) which is an approved item of capital equipment. The estimated cost of these items would be offset by cancellation of a power sweeper and the balance absorbed from household expense. 2. Stores: Provide additional funds ($58) to purchase a pallet mover which would be absorbed from the amount approved for delivery carts for stores. 3. Business Office: Provide funds for the purchase of two typewriters, and minor equipment (all of which are non-capital in nature) in the form of calculators , micro fische viewer, and office files. The cost of these proposals would be absorbed by using funds for desks which were approved by appropriation journal 5067, July 26, 1977. LFG:OR:kkc Attachment cc: Auditor-Controller -50 I11)�1�1 11172 CONTRA COSTA COUNTY APPROPRIATION ADJUSTMENT T/C 2 7 I. DEPARTMENT OR ORGANIIATION UNIT: ACCOUNT CODING Public Works ORGANIZATION SUB-OBJECT 2. FIXED ASSET <DECREASE> INCREASE OBJECT Of EXPENSE OR FIXED ASSET ITEM NO. JQUANTITY EQUI PMENT GARAGES 0062 4956 1, Tire Bleste0005 700 S Overhead Reel 001 700 SEWAGE, WASTE & WATER 0472 4951 2. Desk fm AqQ 00o?_ 0001 14 S S 5-19 to 4951 0002 14 APPROVED 9. EXPLANATION OF REQUEST AUDITOR-CONTROLLER p a ��} �1 ' Date /3/75 1• Appropriate additional funds for purchase COUNTY ADMINISTRATOR Of tire blastepi(i ack,1ne. By: nMk, Date f /5/28 BOARD OF SUPERVISORS 2. Cover shortage in appropriation to purchase YES: SUPcrrewre Fenn).F'.ndrn desk - PO 13050 WAS Rucker Fuller Sd uukr.8oEScv.H=cIrine NO: 1�D JAN 10 I 78 On / / J.R. OLSSON, CLERK 4. :;��(,� Public Works Director/ Q IiNATyRE TITLE DATE 13 ' 4 APPROPRIATION A POO 7/31 1/3/78 Patricia A. Bell Deputy Clerk ADJ. JOURNAL 10. ( (M 129 Rev 7/7T) SEE INSTRUCTIONS ON REVERSE SIDE q 1(�1)052 INSTRUCTIONS NOTE: FORMS ARE AVAILABLE FROM Cr-NTRAL SERVICE OFFICE A. Prepare Appropriation Adjustments, Form 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 iso. 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 Administrator 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 Auaitor- Controller's office for processing. 14 `.-pr _ 1:►1,r►l7� ��ntra to County • CONTRA COSTA COUNTY �_ ,/m APPROPRIATION ADJUSTMENT I '-)-70 -� n T/C 2 7 ( Office of 1. DEPARTMENT OR OACANIIATIOM UNIT: ' AO�DUMT 60DIK6 District Attorney ORCANIlATIQA SB-ODJECT]2 FIXED ASSET <bECREASE> INCREASE OB.IECT OF EXPENSE DA FIXED ASSET ITEM N0. GUANTITT i l 2830 2100 Office Expense 213 2830 4951 1 Chair Executive 0004 1 213 i APPROVED 3. EXPLANATION OF REQUEST AUDITOR- N LER To establish a fixed asset budget to allow the Dole IL /1-9/72 purchase of an executive chair. COUNTY ADMINISTRATOR BY:I a— Dote //S—/ BOARD OF SUPERVISORS YES : Supervisors Kcnny,Fandm Schroder,Boggess,Hassclrine NO: jkb*�,_ JAN 10 197 On J R. OLSSON. CLERK 4. �` �I 1 �/r Z Z`1 5 A11 AT WE TITLE DATE (.HCl Q? APPROPRIATIoN A PQO X5"/37 pa�rieia A. Bell Deputy Clerk ADS JOURNAL No. ,P )2V Re- 7i'7} SEE INSTRUCTIONS ON REVERSE 310E r INSTRUCTIONS _ -- NOTE: FORMS ARE AVAILABLE FROM CENTRAL SERVICE OFFICE A. Prepare Appropriation Adjustments, Form 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 Esnense: 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 Administrator to justify the request to the Board of Supervisors. 4. Signature, Title and Date: Sign, show title and date. C. Send the original and other requestad copies to the County Auditor- ;Gontroller's office for processing. •T - 4 n�41{S r{:�x�-IX I s la Qrttf t /'� ALF�r'+r . .� Y�-+�!,x S � BOARD OF SUPERVISORS CONTRA COSTA COUNTY, STATE OF CALIFORNIA RE: 'In t* Hatter of the Cancellation of ) Tax- Liens On and Transfer to Unsecured ) RESOLUTION NO. Roll of Property Acquired by Public ) Agencies. ) (Rev. f Tax C. S406(b) and 2921.5) .f - Auditor's�-Tfemo 11ursuant to Revenue and Taxation Code 4986(b) and 292I.S. I recormend cancellation of a portion of the following tax liens and the transfer to the unsecured roll of the renainder of taxes verified and taxes prorated accordingly. Donald L. Bouchet, I Co e t County Acting Auditor Controller 301 CLAUN, o unsel By: ,� Deputy -' epu y . � * . : � * # # : : . : � � :• tom : . : . * : : � � : . . : . . � : . . The Contra Costa County Board of Supervisors RESOD'. THAT: Pursuant to the above authority and recor.mendation, the County Auditor shall cancel a portion of these tax liens and transfer the remaining taxes to the 1921— - unsecured roll. Tax Date of Transfer Remaining Rate Parcel Acquiring Allocation Anount taxes to be Area -N-unber Agency of taxes to unsecured Cancelled 8001 560-610-009-2 RICHMOND REDEVELOPMENT 7-1-77 to $ 5.19 $ 20.18 AGENCY (all) 9-16-77 8001 560-010-017-5 RICHMOND REDEVELOP:4ENT 7-1-77 to 12.53 46.87 AGENCY (Por) 9-16-77 8001 560-010-019-1 RICHMOND REDEVELOPMENT 7-1-77 to 2.66 9.9$ AGENCY (Por) 9-16-77 8001 560-010-022-5 RICHMOND REDEVELOPMENT 7-1-77 to 1.86 6.98 AGENCY (Por) 9-16-77 8001 560-010-028-2 RICH?MOND REDEVELOPMENT 7-1-77 to 34.92 130.62 AGENCY (Por) 9-16-77 .� 8001 560-140-006-1 RICHMOND REDEVELOPMENT 7-1-77 to 148.07 574.90 AGENCY (all) 9-16-77 8050 560-181-001-2 RICIR4011D REDEVELOPMENT 7-1-77 to 539888.14 193,630.62 AGENCY (all) 9-16-77 Soso 560-181-002-0 RICHMOND REDEVELOPHENT 7-1-77 to 5,260.28 20,065.57 AGENCY (all) 9-16-77 8001 560-270-008-9 RICHMOND REDEVELOPYTENT 7-1-77 to 7.99 ' 31.04 AGENCY (all) 9-16-77 Page 1 of 2 • • nr�n,�s Tax Date of Transfer Re=ainine Rate Parcel Acquiring Allocation Anount t2xes to be Area Number Agency of taxes to ursecured Cancelled 8001 560-270-011-3 RICHMOND REDEVELOPKENT 7-1-77 to $ 47.84 $ 185.76.- AGENCY (all) 9-16-77 8001 560-270-013-9 RICHMOND REDEVELOPMENT 7-1-77 to 30.38 113.66 AGENCY (Por) 9-16-77 _ 8001 560-270-015-4 RICHMOND REDEVELOPJT..ENT 7-1-77 to - 3.59 13.96• AGENCY (all) 9-16-77 8001 560-270-019-6 RICHMOND REEDEVELOP14ENT 7-1-77 to 50.24 195.08 AGENCY (all) 9-16-77. 8001 560-270-020-4 RICHMOND REDEVELOPMENT 7-1-77 to 62.50 242:68 AGENCY (all) 9-16-77 - 8001 560-270-025-3 RICHMOND REDEVELOPMENT 7-1-77 to 44.78 167.50 AGENCY (Por) 9-16-77 8001 56o-270-031-1 RICHMOND REDEVELOPMENT 7-1-77 to 3.72 14.49- AGENCY (all) 9-16-77 --• --• - - 8001 560-270-033-7 RICHMOND REDEVELOPMENT 7-1-77 to 18.79 •72.96 AGENCY (all) 9-16-77 8001 560-270-035-2 RICHMOND REDEVELOPI-M 7-1-77 to 61-70 :239.59: AGENCY (all) 9-16-77 8001 _ 560-270-036-0 RICHMOND REDEVELOPMENT 7-1-77 to 21.99 85 �:. AGENCY (all) 9-16-77 -- 6001 560-270-041-0 RICHMOND REDEVEIDPMENT 7-1-77 to 17.58 �6E 3D AGENCT (all) 9-16-77 - Page 2 of 2 PASSED AN--D ADOPTED 0% JAN 10 1978 County Auditor 1 by u:.animous vote of the County Tax-:Collector 3 Supervisors present (Secured) (Redemption (Unsecured) RESOLUTION NO. _. .. _001./87 IN THE BOARD OF SUPERVISORS OF ,CONTRA COSTA COUNTY, STATE OF CALIFORNIA In the Matter of Cancellation of ) Tax Liens on Property Acquired ) RESOLUTION NO. 78/20 by ?ublic Agencies ) k%TEREAS, the County. Auditor pursuant to Revenue and Taxation Code Section 4986(b) recommends cancellation of a portion of the following tax liens on properties acquired by public agencies; said acquisitions having been verified and taxes prorated accordingly. NOW, THEREFORE, BE IT RESOLVED that pursuant to the above authority and recommendations, the County Auditor cancel these tax liens for years of 1977-78 k 1976-77 FOR YEAR 1977-78 FOR YEAR 1976-77 PITTSBURG REDEVELOPMENT AGENCY PITTSBURG REDEVELOPMENT AGENCY 085-118-017-4 7025 All 085-118-017-4 7025 An CITY OF C014CORD CITY OF CONCORD 120-352-035-6 2024 A11 120-352-035-6 2024 All PLEASANT HILL REDEVELOPMENT AGENCY PLEASANT HILL REDEVELOPMENT AGENCY 149-110-014-3 12001 All 10-110-014-3 12004 All 150-142-013-5 12010 All 150-150-027-4 12010 All 150-150-027-4 12010 All EAST BAY REGIONAL PARK EAST BAY REGIONAL PARK 197-1110-034-4 66061 Por 197-140-034-4 66061 Por RICHMOND REDEVELOPMENT AGENCY RICHMOND REDEVELOPMENT AGENCY 560-260-022-2 8001 All 560-260-022-2 8050 A11 KNIGHTSEN SCHOOL DISTRICT CONTRA COSTA COUNTY 9-72010-804-0 72010 Por 366-030-003-3 76004 Por CONTRA COSTA COUNTY 366-030-003-3 76004 Por Donald L. ?ouchet, County Acting Auditor Controller 11 h By: L�L Lo-)ec�X_4�–"f— PASSED by the Board on January 10,-. 1978 (Tax Cancel Order) (R&T S49&6(b) ) County Auditor 1 County Tax Collector 2 (F.cdemptlon) (Secured) RESOLUTION NO. 78/20 fdx:,w T IN THE BOARD OF SVPERV=RS OF CONTRA COSTA COUNTY, STATE OF CALIFOji1A In the Matter of Cancellation of ) Tax Liens on Property Acquired ; PMOLUT1011 140. 78/21 by ?uhlic Agencies VHEREAS, the County, Auditor pursuant to Revenue and Taxation Code Section 4986(b) recommends cancellation of a portion of thn following tax liens on properties acquired by public agencies; said acquisitions having fi been veried and taxes prorated accordingly. ?dffrJ, THEREFORE, BE IT RESOLVED that pursuant to the above authority and recommendations, the County Auditor cancel these tax liens for year of 1977-78 CONTRA COSTA COUETY CITY OF WALNUT CREEK 162-263-001-8 76004 Por 180-080-001-1 98004 All 373-121-012-0 5001 All STATE OF CALIFORNIA 373-121-013-8 5001 All 513-363-003-7 3000 Por 373-121-014-6 5001 All 513-364-003-6 3000 Por 373-121-015-3 5001 All EAST BAY REGIONAL PARK 125-100-029-3 79063 For 556-012-002-3 8001 All 148-191-002-2 79082 Por CONTRA COSTA COUNT (cont) 149-130-021-4 12012 All 200-161-002-7 66002 por 556-Oh2-004-3 8001 All CITY OF CONCORD 112-138-003-2 2002 All 113-202-012-2 2002 Por 126-271-006-2 2014 All 133-160-070-8 2002 Por Donald L. Enuchet, County Acting Auditor Controller By: PASSED by the Board on January 10, -1978 (Tax Cancel Order) (R&T S4986(b) ) County Auditor 1 County Tax Collector 2' . (!'ademption) (Secured) RESOLUTION NO. 78/21 00089 n pp(� ` 0089 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. 19/,2 WHEREAS, the County Assessor having filed with this Board requests for additions of escape assessments; NOW, THEREFORE, BE IT RESOLVED that the County Auditor is directed to add the following escape assessments For the Fiscal Year 1977-76 It has been determined from information received in the Assessor's Office that homeowner's exemption claims were incorrectly allowed on the following properties because the claiaants did not reside on their property on the lien date of the fiscal year indicated below. Therefore, escape assessments should be made pursuant to Sections 531.1 and 531.6 of the Revenue and Taxation Code. Interest on taxes should be added in accordance with Section 506 of the Revenue and Taxation Code, and the tax rate applicable should be the tax rate of the year in which the properties escaped assessment. As the assessor was not timely notified that the properties were ineligible for the exemption, a penalty of 25 percent of the amount of the escape assessment should be added in accordance with Section 504 of the Revenue and Taxation Code. The assessees have been notified. Escape Assessment for the Fiscal Year 1975-76: Tax Rate Amount of Penalty Parcel Number Area Escape (R&T 0 Assessee 065-114-002-0 070 art nes, Tiburcio & Fidella Interest on taxes under Section 506 of the Revenue and Taxation Code should be computed to July 31, 1977, for the above assessment due to the assessor's inability to complete valid procedures initiated prior to that date. R. O. 'SF. TON, Assistant Assessor t/12-27-7? Copy to: Assessor (Mrs. Rodgers) Auditor Tax Collector gyp Page 1 of 2 RESOLUTION N0. 00090 Escape Assessments for the Fiscal Year 1976-77: Tax Rate Amount of Penalty Parcel Nwaber Area Escape (R&T 011 Assessee 0159-163-017--_0 07013 —X1750 $437-50 Gray, Malcolm C. & Joan 184-331-022-6 98003 $1750 $437.50 Eames, Ormus H. & Dorothy . Interest on taxes under Section 506 of the Revenue and Taxation Code should be computed to July 31, 1977, for the following assessments due to the assessors inability to complete valid procedures initiated prior to that date. Tax Rate Amount of Penalty Parcel Number Area Escape (R&T 50 Assessee 067-328-022-7 01002 $1750 $437-50 Chan, Nelson F. Chan, Lily 085-114-002-0 07025 $ 425 $106.25 Martins, Tiburcio & Fidella 117-383-026-1 02031 $1750 $437.50 Lannum, James D. Jr. & Barbara I: 414-071-002-3 08024 $1750 $437.50 Thomas, Charles L. 510-042-004-0 08002 $1750 $437.50 Williams, Roger A. & Margaret D. Escape Assessments for the Fiscal Year 1977-78: Tax Rate Amount of Penalty Parcel Number Area Escape (R&T 0 Assessee 216-3t;4-027-4 X126 1750 W7.50 Kelko, Olga K. 265-020-002-1 83004 $1750 $437.50 Ostrander, George R. & Carole E. 411-340-002-4 11022 $1750 *437.50 Newell, Anna 412-343-005-2 11003 $1750 $437,50 Gjertsen, Dennis W. & Pearlene 509-130-011-0 08001 $1750 $137.50 Kaapro, Toivo & K. Ines 0. BEATON, Assistant Assessor Adopted ay the Board on---JAN_ Page 2 of 2 RESOLUTION No. 7�f�/t/� 00011 IN THE BOARD OF SUPERVISORS OF CONTRA COSTA COUNTY, STATE OF CALIFORNIA In the Mutter of Changes ) of the Assessment Roll ) of Contra Costa County ) RESOLUTION NO. ) VrEREAS, the County Assessor having filed with this Board requests for additions of escaped assessments: NOW, TiZ-RBF ORE, BE IT RESOLVED that the County Auditor is directed to add the following escaped assessments For the Fiscal Year 1977-78 It has been determined from information received in the Assessor's Office that homeowner's exemption claims were incorrectly allowed on the following properties for the fiscal years indicated below. Therefore, escaped assessments should be made pursuant to Sections 533.1 and 531.6 of the Revenue and Taxation Code. As these , exemptions were allowed as the result of the assessor's error, interest under Section 506 of the Revenue and Taxation Code should be canceled. The assessees have been notified. .Escaped Assessments for the Fiscal Year 1975-76: On Account No. 131860-EE02, Parcel No. 028-110-031-3s Tax Rate Area 82038, Francis & Stella Turcotte were erroneously allowed the home- owner's exemption on the unsecured roll. The exemption had previously been allowed on the secured roll for this same parcel. Therefore; an escaped assessment should be entered in the amount of $530 on the unsecured roll. Escaped Assessments for the Fiscal Year 1976-77: On Account No. 131860-EO02, Parcel No. 028-110-031-3, Tax Rate Area 82038, Francis & Stella Turcotte were erroneously allowed the ho=me- owner's exemption on the unsecured roll. The exemption had previously been allowed on the secured :c-oll for this same parcel. Therefore, an escaped assessment of $530 should be entered on the unsecured roll. On Parcel No. 030-070-011-9, Tax Rate Area 82006, Melvin J. & Grace G. Caywood were erroneously allowed the homeowner's exemption by R. 0. SEATON, Assistant Assessor t/12-30-77 Copy to: Assessor (Mrs. Rodgers) Assessor (Mrs. Giese) Assessor (Mrs. Hendrix) Auditor Tax Collector Page 1 of 2 RESOLUTION N0. 090 492 Board Resolution 77/136 on February 8, 1977. The exemption had previously been allowed on the unsecured roll for this same parcel. Therefore, an -escape assessment should be made on the secured roll in the amount of $1,400. Escaped Assessments for the Fiscal Year 1977-78= . On Account No. 131860-EO01, Parcel No. 028-110-031-3, Tax Rate Area 82038, Francis & Stella Turcotte were erroneously allowed the homeowner's exemption on the unsecured roll by Board Resolution 77/613 on July 26, 1977. The exemption had previously been allowed on the secured roll for this same parcel. Therefore, en esca a -assessment should be made on the unsecured roll in the amount of 1,375• On Account No. 022190-EO01, Parcel No. 030-070-020-0, Tax Rate Area 82038, Melvin J. & Grace G. Caywood were erroneously allowed the homeowner's exemption on the unsecured roll. The exemption had previously been allowed on the secured roll for the same parcel. There- fore, an escape assessment of $1,750 should be made on the unsecured roll. On Parcel No. 068-243-004-6, Tax Rate Area 01004, Ronald S. Zaragoza was erroneously allowed the homeowner's exemption on the secured roll during machine processing. The assessee does not reside on this property. Therefore, an escape assessment of $1,750 should be made on the secured roll. On Parcel No. 175-260-007-0, Tax Rate Area 98021, Elliott N. Schwartz was erroneously allowed the homeowner's exemption. The assessee did not file an application; therefore, an escape assessment- should be made on the secured roll in the amount of $1,750. On Parcel No. 148-051-007-0, Tax Rate Area 120-83, Elmer Eugene Smart was erroneously allowed a homeowner's exemption by Board Resolution 77/964 on November 22, 1977• The assessee did not reside on this property on the lien date; therefore, an escape assessment of $1,400 should be entered on the secured roll. On Parcel No. 534-113-005-1, Tax Rate Area 08001, J. U. Wafer was erroneously allowed the homeowner's exemption. The assessee does:_ not reside on this property; therefore, an escape assessment of $1,750 should be entered on the secured roll. On Parcel No. 524-240-002-5, Tax Rate Area 08001, Harvey & Frances B. Eaves were erroneously allowed the homeowner's exemption. The aasessees do not reside on this property; therefore, an escape assessment of $1,750 should be entered on the secured roll. On Boat No. 558-005, Parcel No. 561-080-004-6, Tax Rate Area 08001, Ed Worack was erroneously allowed a homeowner's exemption by Board Resolution ?7/690 on August 23, 1977• It has been determined that this vessel is not eligible for the exemption in addition to being assessed at one percent of its full value. Therefore, an escape assess- ment of $11.50 should be entered on the unsecured roll. R. 0. SEATON, Assistant Assessor Adopted!:)y the Board on.......JAN 10 1918 Page 2 of 2 RESOLUTION NO. 09093 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. ) WHEREAS, the County Assessor having filed with this Board requests for corrections 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 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 California Revenue and Taxation Code, the following defects in descriptions and/or form and clerical errors of the Assessor on the roll should be corrected; and in accordance with Sections 4986 and 5096, the assessee may file a claim for cancellation or refund; FURTHER, it has been ascertained by audit of the assessee's books of account or other papers that there has been a defect of description or clerical error of the assessee in his property statement or in other information or records furnished by the assessee which caused the assessor to assess taxable tangible property at a substantially higher valuation than he would have entered on the roll had the information been correctly furnished; therefore, such error on the roll should be corrected in accordance with Section 4831.5; AND, FURTHER, such error caused the Assessor to erroneously allow business inventory exemption and, therefore, an escaped assessment in the amount of the portion of the exemption incorrectly allowed because of such erroneous or incorrect information submitted by the taxpayer should be entered pursuant to Section 531.5 of the Revenue and Taxation Code; and that portion of the taxable tangible property which was inaccurately reported should be entered as escaped assessment pursuant to Section 531.4; together with interest in accordance with Section 506; and, in accordance with Section 533 the assessed values erroneously or illegally assessed should be offset against the proposed escaped assessment for the same tax year; and business inventory exemption allowed in accordance with Section 219 as indicated: Harlan P. Bailey, II, Account No. 006915-0000, is erroneously assessed since the original assessment was estimated and a physical appraisal of the property shows this assessment should be corrected as follows: Original Corrected Amount Pursuant Class of Assessed Assessed of to Section Property Value ValueChan T Code PS Imps 685 90 - 595 4831 Pers Prop 1,025 280 - 745 4831 Bus Inv Ex 165 95 + 70 531.5, 506 Penalty 154 154 Net Change -$1,270 533 Assessee has been notified. R. 0. SEATON, Ass t. Assessor tl/3/78 cc: Assessor (Giese) - Auditor Tax Collector RESOLUTION NO. 7Page 1 of _ - 00094 For the Fiscal Year 1977-78 Phillip R. Currey, Account No. 030740-0000, is erroneously assessed since the property was assessed more than once; therefore,. this assessment should be corrected to show Personal .Property, Business Inventory Exemption, and Penalty zero value. Maurice Fraley, Account No. 046090-0000, is erroneously assessed since the assessee moved out of the county prior to the lien date; therefore, this assessment should be corrected to show Personal Property, Business Inventory Exemption and Penalty zero value. Girard-Hopkins, Inc. , Account No. 050790-0004, is erroneously assessed since assessee was out of business prior to the lien date; therefore, this assessment should be corrected to show Personal Property, PS Improvements zero value. Fre ansu ., Acco 080493-0 - errone essed since C 'TA'* the propert assess hon once, fore, .th' essment s Id be �` correc to show onal Proper . z value. R. H. Mossman, Account No. 090360-0000, is erroneously assessed since the assessee was out of business prior to the lien date; therefore, this assessment should be corrected to show PS Improvements, Personal Property, and Penalty zero value. Carl H. Neugebauer, Account No. 092707-0000, is erroneously assessed for Personal Property in amount of $1,380 full value, Penalty $372 full value, and Business Inventory Exemption $907 assessed value since a portion of the property was assessed more than once; therefore, this assessment should be cor- rected to show Personal Property $5,884 full value, Penalty $300 full value, Business Inventory Exemption $720 assessed value. Lynn C. Parkening, Account No. 098000-E000, is erroneously assessed since the property was assessed more than once; therefore, this assessment should be corrected to show PS Improvements, Personal Property and Business Inventory Exemption zero value. An audit discloses the following corrections should be made to the unsecured assessment roll: Original Corrected Mount Pursuant Class of Assessed Assessed of to Section Property Value Value Change (R/T Code Concord Construction Equip., nuc. Account No. 026710-0000 PS Imps $ 1,500 $ 11515 + $ 15 .531.4, 506. - Pers Prop 116,675 116,675 Bus Inv Ex 12,725 51,720 - 38,995. 219, 4831.5 Net Change -$38,980 533 Assessee has been notified. R. 0. SEATON, Assistant Assessor Page 2 of 00095 FURTHER,For the Fiscal Year 1976-77 An audit discloses the following corrections should be made to the unsecured assessment roll: Original Corrected Amount Pursuant Class of Assessed Assessed of to Section Property Value Value Change T Code Consolidated Electrical Dist:, Inc. Code 09000 - Assmt. No. 3536 Imps $ 6,240 $ 6,240 &tip r�3 � Pers Prop 22,865 -2942 -$ 798 4831.5 Bus Inv Ex 11 ,420 11,021 + 399. . 531 .5, 506 Net Change -$ 399. . 533 Assessee has been notified. Anita Shops, Inc. Code 11022 - Assmt. No. 3510 Imps $ 1 ,890. $ 1,995. +$ 105 4831 Pers Prop 9,600 9,405 - 195. 4831* Bus Inv Ex No Change Net Change -$ 90 Assessee has been notified. And, FURTHER, For the Fiscal Year 1974=75 Anita Shops, Inc. Code 02006 - Assmt. No. 2117 Imps $ 4,430 $ 4,145 -$ 285 4831 Pers Prop 12,225 12,225 -0- Bus Inv Ex No Change Anita Shops, Inc. #101 Code 11022 - Assmt. No. 2100 Imps $ 1,810 $ 1,810 -0- Pers Prop 9,320 8,410 -$ 910 4831.5 Bus Inv Ex 3,755 3,300 + 455 531.5, 506. Net Change -$ 455 533 - - Assessee has been notified. FURTHER, For the Fiscal Year 1977-789 pursuant to Section'4831. James Cadenasso, Account No. 018810-0000, is erroneously assessed since a portion of the property was assessed more than once; therefore this assessment should be corrected as follows: Original Corrected Amount Pursuant Class of Assessed Assessed of to Section Property Value Value Chan e (R/T Code PS Imps 3,150 480 -32,670 4831 Pers Prop 1,845 1,845 -0- PS Imps Penalty 315 -0- - 315 4831 Pers Prop Pen. 184 184 -0- Net Change -$2,985 Iffe, R. 0. SEATON, Asst. Assessor Page 3 of For the Fiscal Year 1911-78 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 California Revenue and Taxation Code, the following defects in descriptions and/or form and clerical errors of the Assessor on the roll should be corrected; and, further, 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; and business inventory exemption allowed in accordance with Section 219 as indicated; -and, as indicated, 10% penalty on net tangibles for failure to file within the time required by law per Section 463: Escape Class Full Assessed Name, Acct. No. , & Tax Rate Area For Year Property Value Value Jeaneen K. Metzler #086495-E000, TRA 66066 1977-78 PS Imps $ 120 Pers Prop 520 Shirley A. Lawler #073751-E000, TRA 01007 1977-78 PS Imps $ 200 Pers Prop 20 Pizza Machine, Inc. #102343-EO04, TRA 66047 1977-78 Pers Prop $ 6,800 $ Bus Inv Ex 850 Pizza Machine, Inc. #102343-ECO2, TRA 09026 1977-78 Pers Prop $ 940 Assessees have submitted signed business property statements. Aldo Baiocchi #006990-E000, TRA 09006 1977-78 Pers Prop $ 5,200 Penalty 520 Assessee has been notified. And, further, such error caused the assessor to erroneously allow business inventory exemption and, therefore, an escaped assessment in the amount of the portion of the exemption incorrectly allowed because of such erroneous or incorrect information submitted by the taxpayer should be entered pursuant to Section 531.5 of the Revenue and Taxation Code; and that portion of the taxable tangible property which was inaccurately reported should be entered as escaped assessment pursuant to Section 531 .4; together with interest in accordance with Section 506: An audit discloses the following escapes should be added to the 1977-78 unsecured roll: Anita Shops, Inc. Acct. #004130-EO02 For Year 1977-78 TRA 02006 Pursuant to Section Class Property Full Value Assessed Value (R/T Code) PS Imps 9, 38 2,334 4831 PS Imps 20,962 5,241 531.4, 506 Assessee has been notified. R. 0. SEATON, Ass t. Assessor Page 4 of 000,97 For the Fiscal Year 1977-78, pursuant to Sections 531 .4, 531.5, and 506. Escape Class Full Assessed Name, Acct. No. , & Tax Rate Area For Year Property Value Value Anita Shops, Inc. #004130-E001 , TRA 11022 1977-78 PS Imps 700 $ 175 Concord Construction Eqp. , Inc., as follows: t026710-E000, TRA 02002 1974-75 Imps $ 345 Pers Prop 17,140 -026710-E000, TRA 02002 1975-76 Imps $ 1,580 Pers Prop 9,570 Recapture Bus Inv Ex . 10,060 #026710-E000, TRA 62002 1976-77 Pers Prop $ 830 Bus Inv Ex 500 Consolidated Electrical Dist. , Inc. , as follows: #027260-E000, TRA 02002 1974-75 Pers Prop $11,517 #027260-E000, TRA 02002 1975-76 Pers Prop 7,297 Bus Inv Ex 3,648 #027260-E000, TRA 02002 1976-77 Pers Prop 6,917 Bus Inv Ex 3,458 #027260-E001 , TRA 09000 1974-75 Pers Prop 216 #027260-E001, TRA 09000 1975-76 Pers Prop 55 Bus* Inv Ex 47 #027260-EO01, TRA 09000 1977-78 PS Imps $23,504 $. 59876 Pers Prop 105,036 26,259 Bus Inv Ex 13,117 Penalty-PS Imps 2,348 587 Penalty-Pers Prop 5,256 1 ,314 Assessees have been notified. R. 0. SEATON, Ass't. Assessor Page 5 of 00098 For the Fiscal Year 1911-78 Further, an audit discloses the following correction should be made to the unsecured roll: Original Corrected Amount Pursuant Class of Assessed Assessed of to Section Property Value Value Change (R/T Code Consolidated Electrical Dist. , Inc. Account No. 027260-0000 PS Imps $ 695 $ 575 -$ 120 4831 .5 Pers Prop 44,702 49,243 + 4,541 531.4, 506 Bus Inv Ex -0- 24,506 - 24,506 219, 4831 Net Change -$20,085 533 Assessee has been notified. I hereby consent to the above changes d/or corrections: R. 0. SEATON, Ass't. Assessor JOHN LAUSEN, Co y seI JAN Adopted by the Board on________ __�_10 1976 Deput.__ __._......�. Page 6 of BOARD OF SUPERVISORS OF CONTRA COST I COU?:TY, CALUMMA Re: Cancel b" Penalties, Costs, Redemption ) Penalties. and Fees on 2nd Installment ) RESOLTJTION NO. of 1976-77 Secured Assessment Roll. ) TAF COLLECTOR'S IEI.O: 1. Parcel No. 192-020-001 - Sale ?:o. 76-2096 and Parcel No. 262-093-002 - Sale No. 76-2657. Due to clerical error payments received timely Were not applied to the applicable tax bills, resulting in 65 penalties, costs, redemption penalties and fees attaching thereto. Having received timely payments, I now request can- cellation of the 6% penalties, costs, redemption penalties and fees, pursuant to Revenue and Taxation Code Section h935. Dated: January 5, 1978 EDWARD W. L AL, Tax Collector I consen o these cancellations. JOHSJ B -USEN, Count Co 1 By: , Asst. By De ty xxxxxxxxxxxxxxxx-xxxxxxxxx-xxxxxx xxxx-xxxxx BO'.RD'S ORMER: Pursuant to the above statute, and showing that the 6% penalties, costs, redenption penalties and fees attached because of clerical error, the Auditor is ORDERED to CA'.CEL them. PASSED ON JAN 10 1978 , by unanimous vote of Supervisors present. APL:jam cc: County Tax Collector (Redemption Dept.) cc: County -uditor RESOLUTION SIO. 001.00 IN THE BOARD OF SUPERVISORS OF CONTRA COSTA COUNTY, STATE OF CALIFORNIA In the Matter of Changes ) of the Assessment Roll ) RESOLUTION NO. YY/� 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 Secured Assessment Roll should be corrected. 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 correction or additional amount was made within 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 errone- ously; 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 02002, Parcel No. 110-423-023-8, has been erroneously assessed to Cornella Construction Co. Inc. , due to manner in which document transferring title was processed. Therefore, this assessment should be corrected to show the assessee as Robert George Samson and LaVona Janette Dull, 3718 N. Ranchford Ct. , Concord, California, who acquired title by document recorded on January 7, 1977, in Book 81S6, Page 521 , of the Official Records of Contra 'Costa County. Further, it has been determined that this property qualifies for the Homeowner's Property Tax Exemption. Therefore, because the Assessor violated Section 2SS.3 of the Revenue and Taxation Code, the exemption in the amount of $1,750 assessed value should be allowed on said parcel ; making a net taxable assessed value of $14,425. Taxes should be canceled on the amount of the exemption. R. 0. SEA ON Assistant Assessor Copies to: Assessor (Kettle) Auditor Tax Collector Page 1 of. 2 RESOLUTION NO. 00101 In Tax Rate Area 08001 , Parcel No. 560-410-071-8, -assessed to Karen Winkler, has been erroneously assessed with Improvement value of $13 , 750, due to clerical error in basing said assessment on incorrect amount of living area space. Therefore, this assess- ment should be corrected as follows : Improvements $11,125 assessed value. In Tax Rate Area 08001 , Parcel No. 560-410-072-6, assessed to Robert P. & Jocelyn N. Carrick, has been erroneously assessed with Improvement value of $13,750, due to clerical error in basing said assessment on incorrect amount of living area space. Therefore, this assessment should be corrected as follows : $11 ,125 assessed value. I hereby consent to the above changes and/or corrections: R. 0. SEATON JOHN CLAUSEN,, ,X�Duzj�teV Counsel Assistant Assessor tl2/29/77 Bj t 1978 Adopted by ti-te Board on-----JAN 10-------- ....... Page 2 of 2 RESOLUTION NO. 00102 IN THE BOARD OF SUPERVISORS OF CONTRA COSTA COUNTY, STATE OF CALIFORNIA In the Matter of Changes ) of the Assessment Roll ) RESOLUTION NO. '��/,2� 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 Secured Assessment Roll should be corrected as stated below. In Tax Rate Area 02010, Parcel No. 129-242-006-2, assessed to Lloyd E. & Gloria J. Prisk, has been erroneously enrolled with- incorrect property description due to clerical error. Therefore, the property description should be corrected as follows: Tract 2354, Lot 41. In Tax Rate Area 08021 , Parcel No. 405-320-010-3, has been erroneously assessed to Broad Richmond Properties Corp. , due to clerical error in overlooking document transferring title. Therefore, this assessment should be corrected to show the assessee as Lawrence Kadish, 100 Park Avenue, New York, New York, who acquired title by document recorded on November 18, 1976, in Book 8097, Page 374, of the Official Records of Contra Costa County. In Tax Rate Area 08021, Parcel No. 405-320-011-1, has been erroneously assessed to Broad Richmond Properties Corp. , due- to clerical error in overlooking document transferring title. Therefore, this assessment should be corrected to show the assessee as Lawrence Kadish, 100 Park Avenue, New York, New York, who acquired title. by document recorded on November 182 1976, in Book 8097, Page 374, of the Official . Records of Contra Costa County. R. 0. SEATON Assistant Assessor Copies to: Assessor (Kettle) Auditor Tax Collector Page 1 of 2 RESOLUTION NO. 00103 For the fiscal years 1974-75 through 1977-78, in Tax Rate Area 79031 , (formerly Tax Rate Area 79012 for fiscal year 1974-75) , Parcel No. 095-031-008-6, has been erroneously assessed to John A. & Ada M. Davis , due to clerical error in overlooking document trans- ferring title. Therefore, this assessment should be corrected to show the assessee as Capital Multiplier and Net Worth Multiplier, c/o Certified Brokers , 3113 Clayton Road , Concord , California, who acquired title by document recorded on December 31 , 1973, in Book 7123, Page 896 , of the Official Records of Contra Costa County. I hereby consent to the above changes d/or corrections : R. 0. SEATON JOHN CLAUSEN, u Counsel Assistant Assessor tl2/29/77 Bj 5 7/76ty Adopted by the Board am--._. Page 2 of 2 RESOLUTION NO. 7�/�q 00104 IN THE BOARD OF SUPERVISORS OF CONTRA COSTA COUNTY, STATE OF CALIFORNIA In the Matter of Changes ) 8 of the Assessment Roll ) RESOLUTION NO. 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, it has been ascertained that there has been a defect in description and/or clerical error of the assessee in his property statement or in other information or records furnished by the assessee which caused the assessor to assess taxable tangible property at a substantially higher valuation than he would have entered on the roll had the information been correctly furnished; therefore, such error on the roll should be corrected in accordance with Section 4831 . 5 of the Revenue and Taxation Code; FURTHER, in accordance with Section 4985(a) of the Revenue and Taxation Code , any uncollected delinquent penalty, cost , redemp- tion 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 correction or additional amount was = made within 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. ' R. 0. SEATON Assistant Assessor Copies to: Assessor (Kettle) Auditor Tax Collector Page 1 of 2 RESOLUTION N0. n�)1�►5 In Tax Rate Area 08050 , Parcel No. S60-181-005-3, assessed to Flintkote Company , has been erroneously assessed with incorrect Improvement value . For the fiscal years 1974-75 and 1975-76 , error was due to assessee ' s inaccurate reporting of acquisition years for a portion of the machinery and equipment. For the fiscal years 1976-77 and 1977-78 , error was due to Assessor' s classifying a portion of improvements as both machinery and equipment and also as structures., which resulted in a double assessment . Therefore , this assessment should be corrected as follows : Tax CORRECTED Amount For the Rate' Assessed of R&T Year Area Type of Property Value Change Section 1974-7S 08001 Improvements $275 ,330 -$ 1 ,820 4831. 5 1975-76 08001 Improvements $302 ,500 -$ 2 ,320 4831. 5 1976-77 08001 Improvements $315,430 -$42 ,520 4831 1977-78 080SO Improvements $316 ,630 -$41 ,100 4831 Assessee has been notified. I hereby consent to the above changes nd/or corrections : R. 0. SEATON JOHN CLAUSEN, ,Count Counsel Assistant Assessor t12/29/77 /��/ ✓,� �.•,�. B ty 1 p lgl8 adopted by the Board on---- Page 2 of 2 RESOLUTION NO. 'flag 1 9106 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. WHEREAS, the County Assessor having filed with this Board requests for corrections 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 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 California Revenue and Taxation Code, the following defects in descriptions and/or form and clerical errors of the Assessor on the roll should be corrected; and in accordance with Sections 4986 and 5096, the assessee may file a claim for cancellation or refund; FURTHER, it has been ascertained by audit of the assessee's books of account or other papers that there has been a defect of description or clerical error of the assessee in his property statement or in other information or records furnished by the assessee which caused the assessor to assess taxable tangible property at a substantially higher valuation than he would have entered on the roll had the information been correctly furnished; therefore, such error on the roll should be corrected in accordance with Section 4831.5; And, FURTHER, such error caused the assessor to erroneously allow business inventory exemption and, therefore, an escaped assessment in the amount of the portion of the exemption incorrectly allowed because of such erroneous or incorrect information submitted by the taxpayer should be entered pursuant to Section 531.5 of the Revenue and Taxation Code; and that portion of the taxable tangible property which was inaccurately reported should be entered as escaped assessment pursuant to Section 531.4; together with interest in accordance with Section 506; and, in accordance with Section 533 the assessed values erroneously or illegally assessed should be offset against the proposed escaped assessment for the same tax year; and business inventory exemption allowed in accordance with Section 219 as indicated: City of Pittsburg, Account No. 024295-0000, is erroneously assessed since it is an assessment for property which is exempt; therefore, this assessment should be corrected to show Improvements zero value. R. 0. SEAT N, Ass't. Assessor tl2/27/77 cc: Assessor (Giese) Auditor Tax Collector RESOLUTION NO. 9 Page 1 of 001.07 For the Fiscal Year 1977-78 Wallace M. Francis, Account No. 046200-0000, is erroneously assessed_ since assessee was not the owner on the lien date; therefore, this assessment should be corrected to show Personal Property, Business Inventory Exemption, and Penalty zero value. Art_Neider, Account No. 092270-0000, is erroneously assessed since bookkeeper reported incorrect values; therefore, this assessment should be corrected to show Personal Property $1,132 full value, PS Improvements zero value. An audit discloses the following corrections should be made to the unsecured assessment roll: Original Corrected Amount Pursuant Class of Full Full of to Section Property Value Value' Change (R/T Code) Joseph Foster, Acct. #045580-0000 Pers Prop $301,020 $292,500 $8,520 . 4831.5 Montgomery Ward & Co. , Inc., Acct. *089030-0004 PS Imps $452,060 $429,120 -$22,940 4831.5 Pers Prop 4,001,020 3,996,260 - 4,760 4831.5 Ori gi nal Corrected Amt. of Assessed Assessed Change Value Value Assessed Bus Inv Ex 444,177 446,449 -2,272 219 . FURTHER, For the Fiscal Year 1976-77 Original Corrected Amount Pursuant Class of Assessed Assessed of to Section Property Value Value Change (R/T-Code) Block China Corp. Code 02031 - Assmt. No. 3512 Pers Prop $ 19,495 $ 17,275 -$ 2,220 4831.5 Bus Inv Ex 9,750 8,640 • + 1,110 531.5, 506 Net Change -$ 11110 533 Assessee has been notified. Maywood Pine Corp. Code 07013 - Assmt. No. 2077 Pers Prop S 74,495 $68,175 -$6,320 4831.5, 4831 Bus Inv Ex 36,035 32,915 + 3,120 531.5, 506 Net Change -$3,200 533 Assessee has been notified. R. 0. SEATON, Ass t. Assessor Page 2 of 001.08 FURTHER, for the Fiscal Year 1975-76 Original Corrected Amount Pursuant Class of Assessed Assessed of to Section Property Value Value Change (R/T Code Montgomery Ward & Co. Code 12083 - Assmt. No. 2075 Imps $79,680 $74,985 -$4,695 4831.5 Pers Prop 424,790 423,410 - 1 ,380 4831.5 Bus Inv Ex 170,265 171,922 - 1,657 219 . Net Change -$7,732 AND, FURTHER, for the Fiscal Year 1974-75 Joseph Magnin Co., Inc. Code 02006 - Assmt. No. 2074 Imps $31 ,850 $16,035 -$15,815 4831 Pers Prop 37,060 42,475 + 5,415 531.4, 506 Bus Inv Ex No Change Net Change -$10,400 533 Assessee has been notified. Bishop-Wisecarver Corp. Code 07013 - Assmt. No. 2058 Imps $30,210 $29,415 -$ 795. 4831 Pers Prop 118,355 118,740 + 385 531.4, 506 Bus Inv Ex No Change Net Change -$ 4a0 533 Assessee has been notified. Joseph Foster Code 66028 - Assmt. No. 2154 Pers Prop 56,185 55,950 -$ 235 4831.5 FURTHER, for the Fiscal Year 1977-78 It has been ascertained by audit of the assessee's records that the assessee failed to report accurately taxable tangible property, to the extent that this failure caused the assessor not to assess the property or to assess it at a lower valuation than he would have entered upon the roll had the property been reported accurately; therefore, that portion of the property not reported should be assessed as escaped assessment pursuant to Section 531 .4 of the Revenue and Taxation Code; and interest on taxes thereon should be added in accordance with Section 506; and business inventory exemption allowed in accordance with Section 219 as indicated: R. 0. SE TON, ss t. Assessor Page 3 of X1!)109 For the Fiscal Year 1977-78 Tax Escape Rate Class Assessed Name & Account No. For Year Area Property Value' Full Value Bishop-Wisecarver Corp. , Pittsburg Div. , as follows: #012220-EO01 1975-76 07013 Pers Prop $ 1,380 $ Imps 210 11012220-E001. 1976-77 07013 Pers Prop 1,870 Imps 205 #012220-EO01 1977-78 07013 Pers Prop 8,215 32,860 Laps 195 780 Block China Co. #012830-E000 1977-78 02031 Pers Prop 4,320 17,280 Bus Inv Ex 2,160 Josuph Foster, as follows: #045580-E000 1975-76 66028 . Pers Prop 31,960 . #045580-E000 1976-77 66028 Pers Prop 5,110 Joseph Magnin Co., Inc., as follows: #067450-E000 1974-75 09000 Pers Prop 5,725 #067450-E000 1975-76 09000 Pers Prop 2,820 Bus Inv Ex 1,152 #067450-E000 1976-77 09000 Pers Prop 3,390. Bus Inv Ex 1,530 #067450-E001 1975-76 02006 Pers Prop 2,470 Imps 660 Bus Inv Ex 877 #067450-EO01 1976-77. 02006 Pers Prop 3,140 . Imps 655 Bus Inv Ex 1 ,217 #067450-EO01 1977-78 02006 Pers Prop 690. 2,760 PS Imps 11,910 47,640 Maywood Pine Corp., as follows: #083210-E000 1974-75 07013 Pers Prop 8,740 #083270-E000 1975-76 07013 Pers Prop 8,615 Bus Inv Ex 4,350 #083270-E000 1977-78 .07013 Pers Prop 1,065 4,253 PS Imps 405 1 ,625 Bus Inv Ex 280 Assessees have been notified. - R. 0. SEATON, Ass t. Assessor Page 4 of 00110 For the Fiscal Year 1977-78 Tax Escape Rate Class Assessed Name & Account No. For Year Area Property Value Full Value Montgomery Ward & Co. , Inc. , as follows: 089030-E000 1974-75 12083 Pers Prop $4,025 089030-E000 1976-77 12083 Pers Prop 1,790 Bus Inv Ex 1 ,512 089030-E000 1977-78 12083 Pers Prop 3,670 14,680 PS Imps 1,775 7,100 Bus Inv Ex 1,835 089030-EO02 1974-75 09059 Pers Prop 4,690 Imps 4,690 089030-E002 1975-76 09059 Pers Prop 4,400 Imps 4,395 089030-EO02 1976-77 09059 Pers Prop 800 Imps 75 089030-EO02 1977-78 09059 Pers Prop 2,860 11 ,440 PS Imps 2,860 11 ,440 089030-EO03 1974-75 08001 Pers Prop 3,380 089030-EO03 1975-76 08001 Pers Prop 4,215 Bus Inv Ex 2,107 089030-EO03 1976-77 08001 Pers Prop 2,635 Bus Inv Ex 1,317 089030-EO03 1977-78 08001 Pers Prop 3,345 13,380 Bus Inv Ex 1 ,672 089030-EO04 1975-76 08001 Pers Prop 4,080 Imps 4,085 089030-EO04 1976-77 08001 Pers Prop 16,255 Bus Inv Ex 8,075 Assessees have been notified. Zcha nsent to the above /or corrections: R. 0. SEATON, Asst. Assessor USf;lV, u sel 1-17I aN 1 p 1978 Deput Adopted by the Board on....... Page 5 of I2+i THE BOARD OF SUPERVISORS OF CONTRA COSTA COUNTY, STATE OF CALIFORNIA In the natter of Changes ) RESOLUTION 310. of the Assessa••ent Roll ) of Contra Costa County ) . ) I- EREAS, the County Assessor having filed with this Board request for addition of escape assessments; N0W, - THEREF0RE, BE IT RESOLVED that the County Auditor is directed to add the following escape assesswer_ts: 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. #4267DXM1 1977-78 Homer E. Whanton 1755 Err_barcadero Oakland, CA 94606 Aircraft - Full Value $151,100 Acct. #46641 1977-78 Ronald Shurtleff P. 0. Box 3553 San Francisco, CA 94119 Aircraft - Full Value $129600 Acct. #4674TXXXEI .1977-78 Blaine, Bonacci & Assoc. 1032 Stimel Drive Concord, CA 94520 Aircraft - Full Value $239200 Acct. #4932$J)=E1 1977-78 M. B. Catledge 1926 Tice Valley Blvd. Walnut Creek, CA 94595 Aircraft - Full Value $23.0000 Acct. #4936FXXXEI 1977-78 Richard Marlow 2535 Arroyo Ave. Pinole, CA 94564 Aircraft - Full Value $23000 SEA Assistant Assessor t12/29/77 Copies to: Assessor (2lrs. Giese) Auditor ; Tax Collector RESOLUTION V0. 191.66 Page 1 of 5 00112 For the Fiscal Year 1977-76 Acct. #5104LXXXEI 1977-78 Maurice Campbell Roland Scrivr_er 96 Lawson Rd. Berkeley, CA 94701 Aircraft - Full Value $122000 Acct. #53953XXXE1 1977-78 C. T. Ogryzlo 4403. Striped Maple Ct. Concord, CA 94520 Aircraft - Full Value $229700 Acct. #5500TX XE1 1977-78 Bennie Upchurch 1818 Laguna #3B - Concord, CA 94520 Aircraft - Full Value $98250 Acct. #56728XXXE1 1977-78 Richmond British Auto., Inc. DBA, Air Oakland 11820 San Pablo Ave. E1 Cerrito, CA 94530 Aircraft - Full Value $339000 Acct. #5771Y-XCXE1 1977-78 Concord Flying Club AV. A. Fink 1721 A r_ador St. Concord, CA 94520 Aircraft - Full Value $329000 Acct. #5601QXXxEl 1977-78 John Foundstone 2971 N. Main Walnut Creek, CA 94596 Aircraft - Full Value $159500 Acct. #5602FXMI 1977-78 Laron Enterprises DBA Navajo Aviation 145 John Glenn Dr. Concord, CA 94520 . Aircraft - Full Value $23,000 Acct. #5890SXXXEI 1977-78 G. W. Foor 2416 Bissell Ave. Richmond, CA 94804 Aircraft - Full Value $369000 Acct. #5948WXXXEI 1977-78 Mike Merriman 78 Ryegate P1. San Ramon, CA 94583 Aircraft - Pill Value $6,950 . SEATOW Assistant Assessor Page 2 of 5 09113 For the Fiscal Year 1977-76 Acct. #5954CXXXE1 1977-78 Steven D. Ellison Garry L. Smith DBA 5954 Charlie Ltd. 2603 Main Ave. Concord, CA 94519 Aircraft - Full Value $10,900 Acct. #62761h7t-XE1 1977-78 Dame Const. Co. P. 0. Box 100 San Ramon, CA 94563 Aircraft - Full Value $138,000 Acct. =6365WXxJCE1 1977-78 Joseph L. Bartram, etal 1660 Gaton MO-25 San Jose, CA 95125 Aircraft - Full Value $6,500 Acct. #6605BX XEI 1977-78 John Lyman 42 Haciendas Rd. Orinda, CA 94563 Aircraft - Full Value $17,000 Acct. #6627PXXXE1 1977-78 W. J. Stewart 2435 Ll-mada Lane Walnut Creek, CA 94595 Aircraft - Full Value $14,500 Acct. #6614FXXXEI 1977-78 Richard S. heyer 3166 Wayside Ln. Walnut Creek, CA 94596 Aircraft - Full Value $5,100 Acct. #6656FXXXEI 1977-78 Laron Enterprises, Inc. DBA Navajo Aviation 145 John Glenn Dr. Concord, CA X4520 Aircraft - Full Value $23,000 Acct. #7051V)-�l 1977-78 - Jack 977-78 _Jack F. Dahl 171 Corliss Dr. Koraga, CA 94556 Aircraft - Full Value $18,000 Acct. #70793)aXE1 1977-78 Intercoastal Leasing Corp. 120 Howard St. Rm. 780 Sar. Francisco, CA 94105 Aircraft - Full Value $3,400 SLAT � Assistant Assessor Page 3 of 5 �1�)11Q For the Fiscal Year 1977-78 Acct, r7309Q)JMl 1977-78 Carters Marine P. 0. Box 188 Bethel Island, CA 94511 Aircraft- - Full Value $22,500 Acct. #7313UXXXE1 1977-78 Peter W. Jasin Co. 2119 Banbury Rd. Walnut Creek, CA 9 .596 Aircraft - Full Value $58,250 Acct. ;73501 7TME1 1977-78 Ronald L. Hunter P. 0. Box 5878 Concord, CA 94524 Aircraft - Full Value $9,000 Acct. #7513oX)DM 1977-78 Navajo Aviation, Inc. 2172 V. Mein St. Walnut Creek, CA 94596 Aircraft - Full Value $54,000 Acct. #7795BXXXE1 1977-78 Dan McCarthy Rt. 1, Box 238D Byron, CA 91514 Aircraft - Full Value $79000 Acct. #7815EXXXEI 1977-78 Stephen Zakerski Jr. 1918 Eloise Ave. Pleasant Hill, CA 94523 Aircraft - Full Value $14,000 Acct. #7916EXXXE1 1977-78 Perry D. Stevens P. 0. Box 5b 1 Antioch, CA 94509 Aircraft - Full Value $4,400 Acct. #80333XXXE1 1977-78 Allen Erwin Barbara Erwin 2667 Kenny Dr. San Pablo, CA 94806 Aircraft - Full Value $22,400 Acct. #6514yiJUM 1977-78 Biles Hudson Ladene Hudson 804 Acalanes Rd. Lafayette, CA 94549 Aircraft - lull Value $29,500 0 ' Assistant Assessor Page 4 of 5 00115 For the Fiscal Year 1977-78 Acct. #9163XXXXE1 1977-78 Ramon Garcia lul Silverado Way Lafayette, CA 94549 Aircraft - Full Value $119000 Acct. #9576LXXXE1 1977-78 Janes Warnick 5 Devon Cir. Pleasant Hill, CA 94523 Aircraft - Full Value $139500 Acct. #9798UXXXE1 1977-78 Kenneth McIntosh Larry Kratser 361 Alamo Dr. Vacaville, CA 95688 Aircraft - Full Value $22,000 Note: Asseseees have been notified of these additions and their right of appeal. R. U. SEATON Assistant Assessor JAN 10 ISTD Adopted 6y the Board Page 5of5 IN THE BOARD OF SUPERVISORS OF ,CONTRA COSTA COUNTY, STATE OF CALIFORNIA In the `atterofCancellation of Tax Liens on Property Acquired RESOLUTION NO. by ?ublic Agencies tJHEREEAS, the County Auditor pursuant to Revenue and Taxation Code Section 41086(b) recommends cancellation of a portion of the following tax liens on properties acquired by public agencies; said acquisitions having been verified and taxes prorated accordingly. I THEREFORE BE IT REESOLWED that pursuant to the above authority 119dil $ and recommendations, the County Auditor cancel these tax liens for years of 1977-i8 & 1976-77 FOR YEAR 1977-78 FOR YEAR 1976-77 PLE�SATIT HILL REDEVEIDPMENT AGENCY PLEASA14T HILL REDEVEWPMENT AGENCY 150-l50-Oh8-0 12009 All 150-150-048-0 12009 All 197 Adopted by the Boo rd Don d i . po,,chet, County Actinag Ouditor Controller (Ta-,c Cancel Order) (rt&-T S4986(b) Co,jnty Auditor I County Tax Collector 2' (T':dcMPtion) (secured) 0011 IN THE BOARD OF SUPERVISORS OF CONTRA COSTA COUNTY, STATE OF CALIFORNIA In the Matter of Approving Plans ) and Specifications for the Kitchen/ ) Dining Hail Facility, Sheriff's ) RESOLUTION NO. 78/_2 Rehabilitation Center, Clayton Area. ) (4411-4061) ) WHEREAS Plans and Specifications for the Kitchen/Dining Hall Facility, Sheriff's Rehabilitation Center, Marsh Creek Road, Clayton have been filed with the Board this day by the Public Works Director; and WHEREAS the Architect's cost estimate for construction is $800,000; 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 a Negative Declaration pertaining to this project has been posted and no protests were received. The project has been determined to be in conformance with the General Plan, and will not have significant effect on the environment; and the Director of Planning has been instructed to file a Notice of Determination with the County Clerk; and IT IS BY THE BOARD RESOLVED that said Plans and Specifications are hereby APPROVED. Bids for this work will be received on February 9, 1978 at 2:00 p.m., and the Clerk of the Board is DIRECTED to publish Notice to Con- tractors in the manner and for the time required by law, inviting bids for said work, said Notice to be published in the C010RA COSTA TD-IES PASSED and ADOPTED by the Board on January 10, 1978. Originator: Public Works Department Bldgs & Grnds cc: Public Works Department Agenda Clerk Architectural Division County Sheriff-Coroner Director of Planning (Info.) RESOLUTION NO. 78/_32 JOB NO. 4411-4061 EDA NO. 07-51-20630 DIVISION A - NOTICE TO CONTRACTOR (Advertisement) Notice is hereby given by order of the Board of Supervisors of Contra Costa County, that the Public Works Director will receive bids for the furnishing of all labor, materials, equipment, transportation and services for: Kitchen/Dining Hall , Sheriff's Rehabilitation Center, Marsh Creek Road, Clayton, No. 4411-4061 . The estimated construction contract cost (Base Bid) is $800,000. Bid proposals shall be sealed and shall be submitted to the Public Works Director, 6th Floor, County Administration Building, 651 Pine Street, Martinez, California 94553, on or before the 9th day of February 1978 at 2:00 p.m. and will be opened in public immediately after and at the time due, in the Conference Room of the Public Works Department, 6th Floor, Administration Building, Martinez, California, and there read and recorded. Any bid proposals received after the time specified in this Notice will be returned unopened. Each bid shall be in accordance with the Drawings and Specifications on file at the Office of the Clerk of the Board of Supervisors, Room 103, County Administration Building, Martinez, California. This project is funded under a Local Public Works Capital Develop- ment and Investment Program Grant. On-site labor must begin by February 28, 1978. A pre-bid conference will be held for all prospective bidders on January 24, 1978 at 2:00 p.m. in Room 107, Courthouse, Martinez. The Plans and Specifications may be examined at the Office of the Clerk of the Board of Supervisors or at the Public Works Department, Building Design and Construction Section, Room 112, Courthouse, Martinez. Plans and Specifications may be obtained at the Office of Dennis & Curtis, A.I.A. , 1250 Pine Street, Walnut Creek. Plans and Specifications must be returned, in good condition, within ten (10) days of bid opening. Each bid to be considered responsible shall be made on a bid form obtained at the Building Design and Construction Section of the Public Works Department, County Courthouse, Room 112, Martinez, and must be accompanied by a certified check, cashier's check, or bid bond in the amount of the ten percent (10`') of the base bid amount, 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 requested to do so by the Board of Supervisors of Contra Costa County. Technical questions regarding the contract documents should be directed to the Building Design and Construction Section. Their telephone number is (415) 372-2146. 114)11.9 A-1 pocird of Sud?rvi;ors DIVISION A - NOTICE TO CONTRACTOR (cont.) Bidders are hereby notified that any contract entered into pursuant to this notice will have a 10 percent minimum participation by Minority Business Enterprises (MBE) . Minimum dollar amount of minority participation in this contract shall be ninety thousand dollars ($90,000.00) . The Contractor shall have an affirmative action plan. The successful bidder will be required to furnish a Labor and Materials Bond in an amount equal to 100 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 Locsl law applicable thereto, the said Board has ascertained the general prevailing rate of per diem wages and rates for legal holidays and overtime work 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 ,rages is on file with the Clerk of the Board of Supervisors, and is incorporated 'herein be reference thereto, the same as if set forth in full herein. For any classification not included in the list, the minimum wage shall be the general prevailing rate for the county. The said Board of Supervisors reserves the right to reject any and all bids or any portion of any bid and/or waive any irregularity in any bid received. No bidder may withdraw his bid for a period of thirty days after the date set for opening thereof. BY ORDER OF THE BOARD OF SUPERVISORS OF COWA COS C UNTY Ro By ie G ' errez James R. Olsson County Clerk and Ex Officio Clerk of the Board of Supervisors Contra Costa County, California DATED: January 10, 1978 F PUBLICATION DATES: January 18, 1978 JAN io 1973 January 25, 1978 J. z OSXC,V CLERK KD Or SUPERVISORS T TA CO. 10 911120 SPECIFICATIONS `• FOR KITCHEN/DINING HALL FACILITY SHERIFF'S REHABILITATION CENTER MARSH CREEK ROAD, CLAYTON Prepared by DENNIS AND CURTIS RICHARD A. WOLVERTON, ASSOCIATE ARCHITECTS 1250 PINE STREET WALNUT CREEK, CALIF. 94596 Prepared for F D Public Works Department JAN &1 1973 Contra Costa County J. R, OLSSO , Sixth Floor am OF SUPERVISORS Administration Building TA o Martinez, California A Pre-bid Conference is Scheduled for: January 24, 1978 at 2:00 P.M. In Room 107, Courthouse Martinez, California This project is in partnership with the U. S. Department of Commerce Economic Development Administration Project No. 07-51-20630 WB9998-4411-4061 0912 SPECIFICATIONS FOR KITCHEN/DINING HALL FACILITY SHERIFF'S REHABILITATION CENTER MARSH CREEK ROAD, CLAYTON Prepared by DENNIS AND CURTIS RICHARD A. WOLVERTON, ASSOCIATE ARCHITECTS 1250 PINE STREET WALNUT CREEK, CALIF. 94596 Prepared for • Public Works Department Contra Costa County Sixth Floor Administration Building Martinez, California A Pre-bid Conference is Scheduled for: January 24, 1978 at 2:00 P .M. In Room 107, Courthouse Martinez, California This project is in partnership with the U. S . Department of Commerce Economic Develooment Administration Project iio. 07-51-20630 :•!69998-4411-4061 00122 CONTENTS • DIVISION 1 GENERAL REQUIREMENTS SECTION lA NOTICE TO CONTRACTORS 1B INSTRUCTIONS TO BIDDERS 1C PROPOSAL (BID FORM) 10 ARTICLES OF AGREEMENT (CONTRACT) IE EQUAL EMPLOYMENT OPPORTUNITY 1F WAGE RATES 1G GENERAL CONDITIONS 1H SUPPLEMENTAL GENERAL CONDITIONS 1I SPECIAL CONDITIONS DIVISION 2 SITE WORK SECTION 2A DEWATERING 2B EARTHWORK 2C ASPHALTIC PAVING 2D CHAINLINK FENCING 2E SITE IMPROVEMENTS 2F SEPTIC SYSTEM DIVISION 3 CONCRETE SECTION 3A FORMWORK • 3B REINFORCING 3C CONCRETE 3D PRETENSIONED CONCRETE 3E INSULATING CONCRETE 3F SANDBLASTING DIVISION 4 MASONRY SECTION 4A CONCRETE UNIT MASONRY DIVISION S METALS SECTION 5A MISCELLANEOUS METAL DIVISION 6 CARPENTRY SECTION 6A CARPENTRY DIVISION 7 MOISTURE CONTROL SECTION 7A SHEETMETAL 7B BUILDING INSULATION 7C BITUMINOUS ROOFING 7D CONCRETE WATERPROOFING • 7E CAULKING 00123 DIVISION 8 DOORS, WINDOWS, AND GLASS SECTION 8A HOLLOW METAL DOORS AND FRAMES 8B FINISH HARDWARE 8C GLASS AND GLAZING 8D SPECIAL DOORS DIVISION 9 FINISHES SECTION 9A (NOT USED) 93 RESILIENT BASE 9C (NOT USED) 9D CEMENTITIOUS ACOUSTICAL PANEL 9E PAINTING 9F GYPSUM DRYWALL SYSTEM 9G SUSPENDED ACOUSTICAL SYSTEMS --- DIVISION 10 SPECIALITIES SECTION 10A TOILET PARTITIONS 106 TOILET ACCESSORIES IOC FIREFIGHTING DEVICES DIVISION 11 EOUIPMENT SECTION 11A FOOD SERVICE EQUIPMENT DIVISION 12 FURNISHINGS NONE IN THIS PROJECT- DIVISION 13 SPECIAL CONSTRUCTION NONE IN THIS PROJECT DIVISION 14 CONVEYING SYSTEMS NONE IN THIS PROJECT DIVISION 15 MECHANICAL SECTION 15A PIPING, AND PLUMBING 15B HEATING, VENTILATING, AND AIR CONDITIONING DIVISION 16 ELECTRICAL SECTION 16A ELECTRICAL 166 ELECTRICAL MATERIALS AND INSTALLATION 16C STANDBY GENERATOR • A 0��� �`i JOB NO. 4411-4061 EDA NO. 07-51-20630 DIVISION A - NOTICE TO CONTRACTOR i (Advertisement) Notice is hereby given by order of the Board of Supervisors of Contra Costa County, that the Public Works Director will receive bids for the furnishing of all labor, materials, equipment, transportation and services for: Kitchen/Dining Hall , Sheriff's Rehabilitation Center, Marsh Creek Road, Clayton, No. 4411-4061 . The estimated construction contract cost (Base Bid) is $800,000. Bid proposals shall be sealed and shall be submitted to the Public Works Director, 6th Floor, County Administration Building, 651 Pine Street, Martinez, California 94553, on or before the 9th day of February 1978 at 2:00 p.m. and will be opened in public immediately after and at the time due, in the Conference Room of the Public Works Department, 6th Floor, Administration Building, Martinez, California, and there read and recorded. Any bid proposals received after the time specified in this Notice will be returned unopened. Each bid shall be in accordance with the Drawings and Specifications on file at the Office of the Clerk of the Board of Supervisors, Room 103, County Administration Building, Martinez, California. This project is funded under a Local Public Works Capital Develop- ment and Investment Program Grant. On-site labor must begin by February 28, 1978. A pre-bid conference will be held for all prospective bidders on January 24, 1978 at 2:00 p.m. in Room 107, Courthouse, Martinez. The Plans and Specifications may be examined at the Office of the Clerk of the Board of Supervisors or at the Public Works Department, Building Design and Construction Section, Room 112, Courthouse, Martinez. Plans and Specifications may be obtained at the Office of Dennis & Curtis, A.I.A. , 1250 Pine Street, Walnut Creek. Plans and Specifications must be returned, in good condition, within ten (10) days of bid opening. Each bid to be considered responsible shall be made on a bid form obtained at the Building Design and Construction Section of the Public Works Department, County Courthouse, Room 112, Martinez, and must be accompanied by a certified check, cashier's check, or bid bond in the amount of the ten percent (10,) of the base bid amount, 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 requested to do so by the Board of Supervisors of Contra Costa County. " • Technical questions regarding the contract documents should be directed to the Building Design and Construction Section. Their telephone number is (415) 372-2146. Of1��"� DIVISION A - NOTICE TO CONTRACTOR (cont.) Bidders are hereby notified that any contract entered into • pursuant to this notice will have a 10 percent minimum participation by Minority Business Enterprises (MBE) . Minimum dollar amount of minority participation in this contract shall be ninety thousand dollars ($90,000.00). The Contractor shall have an affirmative action pian. The successful bidder will be required to furnish a Labor and Materials Bond in an amount equal to 100 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 Locsl law applicable thereto, the said Board has ascertained the general prevailing rate of per diem wages and rates for legal holidays and overtime work 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 be reference thereto, the same as if set forth in full herein. For any classification not included in the list, the minimum wage shall be the general prevailing rate for the county. The said Board of Supervisors reserves the right to reject any and alo bids or any portion of any bid and/or waive any irregularity in any bid received. No bidder may withdraw his bid for a period of thirty days after the date set for opening thereof. BY ORDER OF THE BOARD OF SUPERVISORS OF CONTRA COSTA COUNTY By James R. Olsson County Clerk and Ex Officio Clerk of the Board of Supervisors Contra Costa County, California DATED: _ PUBLICATION DATES: _ r DIVISION B - INSTRUCTION TO BIDDERS The bidder shall carefully examine the instructions contained herein and satisfy himself as to the conditions with which he must comply prior to bid in submitting his proposal , and to the conditions affecting the award of contract . SECTION 1 . COMPETENCE OF BIDDERS (a) License : No bidder may bid on work of a kind for which he is not properly licensed , and any such bid received may be disregarded . (b) Bidders shall be experienced in the type of work for which they are bidding and shall , upon request of the County , submit to the County a written list of completed projects , with the name of the owner or contract officer indicated . SECTION 2 . SECURING DOCUMENTS Drawings and Specifications may be secured• at the. place and for the payment as called out in the "Notice to Contractor . • SECTION 3 . EXAMINATION OF PLANS , SPECIFICATIONS AND SITE OF THE WORK (a) On-Site Labor : The Local Public Works Capital Development and Investment Program legislation administered by the U . S . Department of Commerce/Economic Development Administration requires on-site labor to begin within certain time restraints . The County may make such investigations as it deems necessary to determine the ability of the contractor to meet this requirement . (b) Contractor ' s Responsibility : The bidders shall examine carefully the site of the work , and the plans and specifi - cations 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 , pians , and specifications of the contract . r� 00127 B-1 (b) Contractor ' s Resoonsibility (Cont . ) Where investigations of subsurface conditions have • been made by the County in respect to foundation or other structural design , and that information is shown in the plans , said information represents only the statement by the County as to the character of material which has been actually encountered by it in its investiga- tion , and is only included for the convenience of bidders . 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 guarantee or warranty , either express or implied , that the conditions indicated are representative of those existing throughout the work , or any part of it , or that unlooked for developments may not occur . Making such information available to bidders is not to be construed in any way as a waiver of the provisions of this article concerning the Contractor ' s responsibility for subsurface conditions , and bidders must satisfy themselves through their own investigations as to the actual con- ditions to be encountered . (c) Responsibility for Utilities : As part of the responsibility stated in subdivision b above , and without • limitation thereon , the Contractor shall be responsible at his own cost for any and all work , expense or special precuations caused or required by the existence of proximity of utilities encountered in performing the work , including without limitation thereon , repair of any or all damage and all hand or exploratory excavation required . The bidder is cautioned that such utilities may include communication cables or electrical cables which may be high voltage, and the ducts enclosing such cables , and when work- ing or excavating in the vicinity thereof , the special precautions to be observed at his own cost shall also include the following : All such cables and their enclosure ducts shall be exposed by careful hand excavation so as not to damage the ducts or cables , nor cause injury to persons , and suitable warning signs , barricades , and safety devices shall be erected as necessary or required . (d ) Discrepancies or Errors : If omissions , dis- crepancies , or apparent errors are found in the plans and specifica- tions 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 . Otherwise , in figuring the work , the bidders shall consider that any discrepancies or conflict between drawings and specifications shall be governed by supplemental General Conditions of these specifications . • 1 of PS (a) The bid package shall consist of the following: 1 . Proposal (Bid Form) 2. List of Subcontractors 3. List of Minority Business Enterprises • 4. Statement of ComDlianc-e MBE 5• Pro, ect Cost Breakdown o. Hi era Security 7. Certificate of Pr000sad Bidder Regarding_ Ecual Emolovment Opportunity o. Certificate of Nonsegregated Facilities (b) Bids shall be made upon the special Proposal (Bid Form) (Division C of this Specification) , 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 interlineations, alterations or erasures, no alternative proposals. Additional copies of the Proposal (Bid Form) may be obtained from those supplying these specifications. (c) 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. (d) List of Subcontractors: Each proposal shall have listed therein the name and address of 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. • (e) Each proposal shall have a List of Minority Business Enterprises containing the name, address and percentage oT total bid, for each subcontractor and/or materials supplier the bidder proposes to use to meet the 10 percent minority business enterprise utilization requirement. The bidder is encouraged to use more than the 10 percent requirement if qualified subcontractors and materials suppliers are available. See the General Conditions for further information regarding the 10 percent minority business enterprise utilization commitment. (f) Each proposal shall have a Statement of Comoliance indicating the Contractors intent to comply with the EDA requirement or 10 percent minimus participation of Minority Business Enterprises (MBE) . (g) Each proposal shall have a Project Cost Breakdown indicating Labor and Materials as separate items far each-of the following: 1 . Building Construction, 2. Site Development, 3. Kitchen Equipment. (h) Bidder' s Securitv: All bids shall have enclosed cash, a cashier' s check, cerci led c;.eck or a bidder's bond, as described below, executed as surety by a corporation aut:�orizec to issue surety :.onds in the State of California, made payable to "Ccntra Costa County," in an amount equal to at least 10 percent of the amount of the -bid. (i) A certificate of Pr000sed Bidder Reaardinc Ecual Emoloyment Oooert::nity must be submittec. See ;Division G, Section 53) . (j) A Certificate of Nonsecreeated facilities --ust be submi t:aa with bid. See ;Division h (Supplemental General Conditions.) 0012.9 B-3 SECTION 5 . SUBMISSION OF PROPOSALS Proposals shall be submitted to the Public Works Director of Contra Costa County at the place indicated on the bid proposal . it is the sole responsibility of the bidder to see that his bid is received in proper time. All proposals shall be submitted under sealed cover , plainly identified as a proposal for the work being bid upon and addressed as directed in the Notice to Contractors and the bid proposal . Failure to do so may result in a premature opening of , or a failure to open such bid . Proposals which are not properly marked* may be disregarded . SECTION 6 . WITHDRAWAL OF PROPOSALS 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 of his duly authorized representative, for the withdrawal of such bid is filed with the Public Works Director of Contra Costa County. An oral , telegraphic, or telephonic request_ to withdraw a bid proposal is not acceptable. The withdrawal o a bid shall not prejudice the right of a birder to rile a new bid. This article does not authorize the withdrawal of any bid after the time fixed in the public notice for the opening of bids. SECTION 7 . PUBLIC OPENING OF PROPOSALS Proposals will be publicly opened and read at the time and place indicated in the Notice to Contractors . Bidders or their authorized agents are invited to be present . SECTION 6 . IRREGULAR PROPOSALS Proposals may be rejected if they show any alter- ation of form, additions not called for , conditional bids , in- complete bids , erasures , or irregularities of any kind . if bid amount is changed after the amount is originally inserted , the change should be initialed . 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 . SECTION 9. COMPETITIVE BIDDING 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. Ali 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 circumstances. 99, 130 B-4 SECTION 10. AWARD OF CONTRACT • 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 . SECTION 11 . SPECIAL REQUIREMENTS The bidder ' s attention is invited to the following special provisions of the contract , all of which are detailed in the General Conditions and Supplemental General Conditions or other documents included in these specifications . (a) Bonds . (b) Insurance (c) Liquidated Damages - (d) Guarantee (e) Inspection and Testing of Materials (f) Facilities to be Provided at Site _ (g) Assignment of Contract Prohibited (h) Wages and Overtime Pursuant to Contract Work Hours Standards Act SECTION 12. EXECUTION OF CONTRACT - • The contract (example in Division 0 ) shall be signed by the successful bidder with duplicates and returned within five (5) days of receipt , not including Saturdays , Sundays , and legal holidays , together with : a) Contract b) Contract Bonds c) Certificates of Insurance d) Minority Business Utilization Report (Form ED-530 Part A E Part B) No contract shall be binding upon the County until same has been executed by the Contractor 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 will be at his own risk and as a volunteer unless said contract is so approved . SECTION 13 . FAILURE TO EXECUTE CONTRACT The contractual requirements of Section 12 B-5 00131 61 SECTION 13 . FAILURE TO EXECUTE CONTRACT (Cont . ) must be correctly executed in strict conformance with the contract • documents and delivered to the County within five (5) working days of receipt of contract . Contractor shall not send these documents by U . S . Nail but shall hand deliver them to Building Design and Con- struction Section , Rm . 112 , Courthouse , Martinez , where they will be immediately reviewed for accuracy . Documents found deficient shall be immediately taken to their source for correction . No allowance for late submission of these documents will be made . The contract documents must be correctly execute, and deliverd to the County on time to insure that on-site work can begin before the deadline established as a condition of grant by the cconoric Development Administration . Failure to meet these requirements shall be just cause for the annulment of the award and the forfeiture of the bidder ' s security . If this failure to deliver correctly executed documents and/or on-site labor has not begun as stipulated , resulting in the cancellation of Federal grant ( s ) , the contractor shall be held liable for the total amount of the Federal grants ) not received . 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 responsible • bidder to whom any such contract is so awarded to execute the same , such bidders ' 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. • B-6 Bidder DIVISION G - PROPOSAL (Bid Form) BIDS WILL BE RECEIVED UNTIL 9 th day of February.1978 . AT 2 P . M. AT THE PUBLIC WORKS DEPARTMENT , 6th FLOOR , COUNTY ADMINISTRATION BUILDING, 651 PINE STREET , MARTINEZ , CALIFORNIA 54553 . A. TO THE PUBLIC WORKS DIRECTOR , VERNON L . CLINE , PUBLIC WORKS DEPARTMENT: Gentlemen : The undersigned hereby proposes and agrees to furnish any and all required labor , material , transportation , and services for _kitrhPr1rfininQ hall . Shoriff'r RAhahili atinn pnt r Marsh rrpak Rnad. Clay ton (4411-4061 ) . in strict conformity with the Pians , 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 : 1 . BASE BID: shall include all of the work for the construction and completion of all facilities therein , but not including any of the work in the following Alternates : For the sum of : Dollars ( S ) .ALTERNATES 2. ALTERNATE N0. 1 : State the amount to be added to the Base Bid.for the addition of Septic Tank Drain Field indicated on Drawings as Alternate Pio. 1 . Add the sum of dollars (5 ) 3. ALTERNATE NO. 2: State the amount to be added to the Base Bid for the use of tilt-up concrete exterior wall panels. Add the sum of dollars (S ) • C- 1 DIVISION C - PROPOSAL (Bid Form) (Cont . ) 4, ALTERNMIJE NO. 3: State the amount to be added to the Base Bid for the addition of work (Security Lighting) as described in Drawing E-4. Deduct the Sum of dollars (� ) 5. ALTERNATE N0. 4: State the amount to be added to the Base Bid for the addition of work (Standby Generator) as described in Division 16, Section 16C ; of the Specifications. Deduct the Sum of dollar's (S ) IL i i S . It is understood that this bid is based upon completion of the work within 320 calendar days from and after the date of commencement . C . It Is understood , with due allowances made for unavoidable delays , that if the Contractor should fail to complete the work of the contract within the stipulated time , then , he sha 1 1 be 1 i abl a to the Owner in the amount of one hundred and no/100th (5100) per calendar day for each day said work remains uncompleted beyond the time for completion , as and for liquidated damages and not as a penalty , it being agreed and expressly stipulated that it would be impractical and difficult to fix the actual amount of damage . D . 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 . E . The undersicned 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 . r ON DIVISION C - PROPOSAL (Bid Form) (Cont. ) F . 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 . G . Attached is a list of the names and locations of the place of business of the subcontractors . H . Attached is a list of the names , addresses and percentaee of bid for each minority subcontractor and/or materials supplier . 1 . Attached is bid security as required in the Notice to Contractors . ❑ Cas`. ❑ Bidders Bond ❑ Cashiers Check ❑ Certified Check J . The following addenda are hereby acknowledged as 4keing Included in the bid : Addendum I dated _. Addendum I dated Addendum , dated Firm E By 4. ^ _._...... . Address Phone Licensed in accordance with an act providing for the registration of Contractors , Classification and License No . 49 ated this Cay of 19 C-3 DIVISICN C. i RO?QSAL BID FORM- continued ' LIST OF S=='7 .CTCRS (hs required by Division B , Section 4, Paragraph (d) ) , (Substitution o: listed subcontractors: See Division F. , Section 5 , Paragraph ..) . Portion of .Fork Name Place of Bidders 14 I ( - I I . I I . I I I . I i I ! -3A 0013 ulvl.!)urr t. — i STATr-mEN T OF COMPLIANCE Marie or Company) PROVIDE ASSURA,ICE OF MY COMM1 T�MEN T TO PROV i DE A 1 0 PERCENT , 1 N 1 . u, MINORITY BUS ) .-GESS ENTERPRISE PARTICIPATION IN THE CONTRACT FOR CONSTRUCTION . FIRM . 9 Y TITLE : ADDRESS : _. PHO?1E : C•S VIS 1 ON C - ?RO?OSA! 31 D FOzM (Con- :. r ✓Zw—�:� nim .�C.�.�_w.G`.r ..r.rrD ^TMH��i_1"' - ..-...- _-- _ 1_ 51-IC ZZ. il.''..S S.a-. aS - - r o_ - v. .a. •wiw C.II ':' -w-CGL ANw rD CDDrzew ra.� \ } i ;. Y ) � ; � '. F."".. vR_i bra n i� <«i u E^_t'��x x��;y'-^r,r,., .•t�L r '� .•. � „ ' �^a+s." -` "E" �,,,?"���S" � ;x'�" t#1�', � � ,� .,•�'� i :.- ��k i{.�' >K G � a'�� f Ms.,,i �f#{� ��� F ..£x -0 v the f:2. o-4 = c.nsa ic:._cr. :'a..5 a ne t-! a5 �C •...^.S� r. GBS 52 r f 0 r:. ..:� ---�_ ��-z -�^ OLa .� 8C_ •C: : � v - _ C:15 .C.' '�r�C-`•-a.�C:: a -•a v..- vv..a r. G JV.- �..��.�� -Ca Jil""rr. G NvSvO G-1 Cw .. -..r. -,.-.e scc=e a coverage a7.es ce:r.S: 2:r YS •1 �G- _✓' •1t -...♦ wv r.r-_ r� ra S{. r.+ CYr••--.w...aS . _—. Yv :.. ��J 0;----:, �- of z_,i 2C^.?i.z :fly -.�..'1�=L'..'1 -m'w::C - i..a^.'.^.'tib— '��--�. c��C:a zw�5 �: :.^.e SCeC«�:� 2:� i���:3 C' n s-v act- r—m5 in sa_ ?�- z=, c^ this and a' ;, rli� -e cc rs::::_ca work :: Ccrzr a Casa si:.7•';��r Li5, .nose r:cze5 z2i:a5: f are- :...-- .stain fr=m each 0_ -LS sL•-Cc::r. a.._ors and sl;7cmir r0 the cc:r L=uC: o _ v :x-^-- ---•• az-•-'1 zricr tc the award aF any s-aj v.avr.;CY ........ xhis c=tract the 5_bc=.trrC:.Cr ce:: i1Ca`.+Cr. :eCsLiized :+f L ase Ci7 Ccnditw-_cns. Gk l K� _ t"..� —. —D .f^1 '1•T—r/ F +-f f. �=—=ff� -.♦ �� V� r ` Y L lF�d' r � q fEi x -2.s x x ��a. rx"•-c -,,y k m° +c`+k. y u-.. f.. * „sa ,;.trw t t -.3 M1 s:�; r�tie :.* 9'�,-: '?;, rig`.5r - tn:^ .i wra "4' t,» r<;tt 1' r "�,'ay''Y- `. .. 'r .".+a,q sssas.°a '.dy; . :S i s.,r 3, „''$3+C• ' ..�- �'r�ra�:.SS^f�'^" ai.. t£ "' `x', yl w7: •-�"� �'ik9awE # _?, k 1^'Ya t d' h '' `.,.<'�4 .c,..'� " y 5. .. �`•"`i.�`s ',.4n „Y �.c Ry ° }z.+r P 4 Al "F c` � "+ a't�:t'� �.' s -a'."ti-x'' 3 ''' ^' kr:.' '-- `#. , ' r �-a+ .s• i.} `s`'"a .fe "`'"'L^.. krr ,.:-' t • r"�.+/ x 4 .� ,� � s,�'x, �.a. ��t,c,�riry.�"�:c.-r,.-"�'a�,�,J'��'Cfr -� ����kr• 'sr�7e- +. -=j Jx �-,x'7 t,�^-�.�� tf '7 S u �. '� "sf�e e� �*•.,s,. �`ice mY3TM�T s tw --�-' z �x+r� , .. s,” � y s •"� � '�; $. � x�'".t�`'-..�."'�r,*'>�s��-r,�,,.rt Ger S- #� t 5 �a � .� r., '�`- `+ - xy r >.r CERTIFICATE OF NONSEGREGATED FACILITIES The federally-assisted construction contractor certifies that he does not maintain or provide for his employees any segregated facilities at any of his establishments, and that he does not permit his employees to perform their services at any location, under his control , where segregated facilities are maintained. The federally-assisted construction contractor certifies further that he will not maintain or provide for his employees any segregated facilities at any of his establishments, and that he will not permit his employees to perform their services at any location, under his control , where segregated facilities are maintained. The federally-assisted construction contractor agrees that a breach of this certification is a violation of the Equal Oppor.unity clause in this contract. As used in this certification, the term "segregated facilities" means any waiting rooms, work areas, rest rooms, and wash rooms, restaurants and other eating areas, time clock:, locker rooms and other storage or dressing areas, parking lots, drinking fountains, recreation or entertain-ent areas, transportation, and hous .ng facilities provided for e..^.ployees which are seareeated by explicit directive or are in fact segregated on the basis of race, creed, color or national origin, because of habit , local custom, or otherwise. The federally-assisted construction contractor agrees that (except where he has obtained icentical certifications from proposed subcontractors for Spec!-,-7c time periods) he will obtain identical certifications in duplicate from proposed subcontractors prior to the award of subcontracts exceeding S10,000 which are not exer..pt from the provisions of the Equal Opportunity clause, and that he will retain the duplicate of such certifications in his files. The subcontractor will include the original in his Sid Package. • Race or ethnic group designation of subcontractor. Enter race or ethnic group in the appropriate box: ( ) Neero ( ) Spanish American ( ) Oriental ( ) inerican Indian ( ) Eskimo ( ) Aleut ( ) white (Other than Spanish American) The construction subcontractor certifies that he is not affiliated in any canner with the Grantee/Borrower (City) of the federally-assisted construction project. REMARKS: Certification - The information above is true and complete to the best of my knowledge and belief. Name and Title of Signee Signature Oate • NPTE: The renally for making false statements in offers in prescribed in 18 U.S.C. 1001 . 00140 C-7 Fort-t ED-IN CMD .No, 41-82434 (REV. 5-751 Arpto•al Espires June 30, I9%, Rev. 9-13-76 by ILMRO U.S. OEPAaTMENT OF COMMERCE, ECOttOwC OEVCL:0P-ACwT ♦O"1048STAaTtON .. per OPW memo 7-23-76 (1/31/.77) CERT1FlC_AT1ON BY PROPOSED . RjDJgZ REG* RDING ;EQUAL EMPLOYMENT-OPPORTUNITY; 07-51 .20642: Na-c a::P:;MV Contractor - - " GENERAL '- 7 " GENERAL . _ ,fn accordance_wi:h Exect:rive:Orde.-11246.00 F.R. 12319-25). the implementing rules and regulations thereof, :ord rs-of.,rhe Secretary of Labor, a,:(:e-tsfica:ion-regarding Equal Opporrunizy is reouired or bidders or prospectiv cornracrors ard.: bei:.a:oposed subcontrac:o:s prior ro',thC'anard.of Contracts Or:su'conrracrs. Y c='enL`- Sc:-.-;cc F ^pioycr ]der..:ficat:on \ti:»br: _ • 1. P rzicip_,son in a previous contract or subcontract. has parricipaced in a previous concracr or subcortr3cz-'subjec: :o the tc:a] O po .un:;y Clause . . . . . . . . . . . . . . . - - - Yes b• Compliance reports -were required to be filed in connection with such'coritracz or subcontract . . . . . . . Q Yes 1 c :adder has filed all compliance reports recurred by Esecurite Orders 10925. 11114, 11240, or by regulations o° he Equs] Employment Opror:unity Ccmmission issued purs::anr to Title V11 of the Citi] Rights Set of 1964. . . . . . . . . _ . . Yes c. 11 answer to item c is "No," please explain in detail on reverse side of this certification. o. ;;orice to Prospective 132dde- of Requirement for Certification of Xan5e3rerated Facilities (1) A Ce-rificaticn ofltonsebrcEated`Faeil;tics, as required by the .`•lay 9, 1967, order (32 F.R. 7439,• flay 19, 1967) on Elimination of Segregated Facilities, by the Secretary of Labor, muse be sub- mitred to thc'coir&ncro:priorto'the a card-of-a subcontract exceeding 510,000 which is no: erc- empt from the procis;o_cLk_of the Equal Opportunity clause. 0914-1(2) Contractors receiving subcontract awards exceeding $10,000 which are not exernpt from the provi- sions of the Equal Opportunity clause will be requircu: to provide for the forwarding of this notice to prospective subcontractors for supplies and construction contracts -here the subcontracts ex- DIVISION D . ARTICLES OF AGREEMENT (Contract) . CONTRACT (construction agree.-.ent) (Contra Costa County Standard Form) I. SPZ:CI:.L 7Ed11S. These special teras are incorporated below by reference. (552,3) Partise: [Public Agencyl (Contractorl Coop ate exam n1:.c I (52) Effective Ca:+: [See Si for starting date.] ($3) tic• Boric: (Si) CampZa:ion :time: (strike out (a) or (b) and 'calendar" cr ':rorking'l (a) 9y (datel (b) Within calendar/working days from starting date. (S5) Liquidated 7aragea: 5 per calendar day. (SG) PubZ:a (57) Contrao: P r c+: 5 (for snit price contracts: -mare or less, in accoruares ::: :_...s-cs cuanc:ties at Ll:it cid prices.) [Strike out parentaetical material if inapplicable.{ • PubZ'_c Acenau, By: (President, Chairman or Other Uesignated Representative) (Secretary) Contractor, hereby also acknowledging awarenes3 of and cx oliance with Labor Cods SIC61 concerning Workers' C=;ens3t_cn Law. By; (CORPORATE joos:gnate o__:ci+i cap ac:t; :n tze cu:ressl s :l 9y: c..esignate official - pac:c. `:e nusinesst yo-.& to ::ontractor (:J r+cu:a acxrov.e:rrcars: fora bs:o:, ar-4 (21 , a corpora- _:on, afl, ::orpora:J Scar. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - State Of California ) as. (Sy coz:cration, County of ) Partnars:a:p, or In di.dual) The person(s) signing abovo for extractor, u:own to au in lndi•.idual and businesa capacity as stated, personally appeared before = toda,' and ac,nwledged that ze/th.ey executed it and that the corporation or paz_.ersnip meow aaove exec-,;ted it. Oatcd: (-NOTARIAL Slr-%LI :lotart ua .c - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FORH AFPRO%TJ by Ccunty Counsel. (Page 1 of :) (CC-1: Rev_ D- 1 00112 3. WOR., CO:::R::C:. CBF.::GS. (a) By their si•-ratures Section 2, effective o. rife above • date, tnezo parzzes prorsad and acree as sot forth in this ccrtrsct, ircorporatinc zy Nese references the material ('special teras") in Sec. 1 (b) Contractor shall, at r.--,s own cost and expense. and in a wor}:alike s.::;ror, =ally aha faithfully perforw and complete the wcr.:; and will furnish all ater:als, lazor, servicas true _ransnortaticn necessary, convenient anu proper in: order fairly to perform the re.:u:re:aen:s of this contract, all -•-•- •••••- strictly in aeccrQahee wiLi the Public Ace:c:'s plans, drati:inrs and spec;ficatic:s. (e) work car. be changes only vit. Pu-1 lie Agency's prier written order speci=yin c such chance arc! its cost acrccc: to ._ the parties; and t:uo Pr.1)1;c :.coney shall never have to - ---- •- pay more than specifier. in Sec. 7 wizlout suc:' as order. TIM:: NOT== TO FP.Orr . Contractor shat: star_ this cork as directed in the speei- �� tic&zions Or Lle :.once to troccou; an:) shall complete it as specified in Sec. 1. 5. LIOGIDA:SD DVIAGES. tic Contractor fails to copleto this contract and this wort. ws• .. Lh, tin:: :xe:: ti:e:efor, alio-ante acing lance for coat;neeneies as provided herein, he bode .as l-a:::e to the Public Aganc• for a:l its loss and darmace :.zerefrom; and because. from the nature of the case, it is and will no i:nract:ca:,le and extremely difficult to ascertain and f4.. the ?:_,:ic Acc:=;': actual da:.ace fro- any delay in parform-a:ce hereof, it is acree.: that Contractor w:.;, pay as l;cui.:ated dances to _.:a P'_:1_4 c L;ercy the reascna.-a sub^. specified in Sec. 1, the roszlt of the parties' rcasona:.:a endeavor to es• nota fa; a:•arae eor..ponsation _.-.crc:or, for each calcn.sar da-.'s in finishing said work: ant: is the sante be not paid. P_:•,l:c Agency may, 3: aUQit:c: to _ts other re dyes, deduct the sa-e from ar: =ncr cuc or to becorc __t Contractor unaer t..is =on- tract. If the P:L!ic Agency for in cause auger es or cert-;butes tc a delay, suspen- sion. of wor): or c:__.._ion of - _ .iuratio: shall be added to Lic _tae 311o:ed for completao:. but 4t shall :lot :c decred a waiver nor be used to defeat any right o: the F,cency to dana:etfer non-ce.--lctic r or delay her ander Pur .:an to Go:•er...:en Code Sec. 4215, _:.e Cc:.tzact s: 11 not be a=sessec 1' rates} La:acesJfar deity _.. completion of the +roc:. %:hen such delay wastause= n•. :e :allure of the i:Jlic Agency _ the caner of a utility to provi..//de !or rc:ovalcr .t:ccation of ex:sti:.y utilityfac;:ities. 6. .*CL;:!L:.S. .he plans, .:rat:;ags and spec:ficaticns or special Provisions o: ase P=Iic .%z s caul fcr bilis, and :o n..rac_ accepted bin for this �cr;: are hereby incorporated n contract; a^.,. -):e•; arc intonucQ to co-operate, se _:.at any- thing exaibite.' in t:ie plans or drawings arc not mentioned it tae specifications or specia'_ provisions, or vice versa, is to bo executed as if e::aibitez, mentioned and set • forth in Dot.., tc: the true intent ar.L meaning Liaroof when ta::en all together; and differences of opinion concerning these snail be finally determined by Pudic A;encf's Agent speci!.IaU i:. Sec. 1. i. PAYl1 M. (a) For his strict and literal fulfillment of these promises and conditions, M" as full compensation for all this wen}:, the Public Agency shall pay the Contractor the sou 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 s::b+it to the Public Agoner: a verified application for payment, supported by a stater-ant snowing all materials actually installed during the prece.:ing sas=h, the labor expended thereon, and the cost thereof: whcrcupor., after checking, the Public Agency shall issue to Contractor a certificate for the Zosnt detersined to be duo, minus 101; thereof pursuant to Qovernment Code Sec. 5330, but not until 6,;fective work and materials have been removed, replaced and made good. e. PF.I(tTi'—S 1dZCN}:T-L*r. fo) ::se ?••:.1.c lucency or its agent may withhold ar:y paltent, or because of later csscovered eviuenee nullify all o: may certificate for payment, to sue.`. extent and period of 1in.4 only as say be necessary to protect the Public Agency from loss because of: (1) Defective work not remedied. or unco=pleted work, or (2) Claims filed or reasonable eviaence indicating probable filing, or (3) Failure to properly pay subcontractors or for materia: or labor, or (i) Reasonable doubt twat the work can be cacpleted for tie balance then unpaid. or (5) Danage to another contras or, or (6) Damage to the Public :.gents, other Char. damage due to delays. (b) :he Pu.`lic ;.cert shall use reasonar'a diligence - discover and report to the Contzaetar, as t::e work progresses. .:e war _hall an- :a:scr which are not satisfactory to it, so as to avoiZ rsnecessa_-y tro:i-le or cost to the Commacar in making good any defective wor}: or parts. (c) 35 calendar days after the Public Agency: files its natice of completion of the entire (Page 2 of <) (CC-2; Rev. 2i-75) • D-2 09143 • work, it shall issue a certificate to the Contractor and pay tae balance of the contract price after deducting all amounts wztaheld under this contract, provided the Contractor shows that all claaas for laLor and materials have Leen paid, no claims nava sean presented to tlge Public Agency based on acts or orisssons of the Cantractor, and no liens or withhold notices have been filen against the wort: or site, and provided there are hot reasonaLle inuications of de:active at missing work or of late-recaraeu notices of liens or claims against Contractor. 9. I:tSLie.,:iCL. (LaLor Code SSI360-611 On signing this contract, Contractor cunt give Public ,%genc7 (1) a certificate of ca%sort to self-i:aura issuad by the Director of Industrial Relations, or (=) a cerci:icate of Workers' Compensation insurance issued by an -*-iittegi insurer, or (3) an exact copy or duplicate thezeof certified lay tha Oireetor or the insurer. Contractor is awara of and cc 1--as with Labor Code Sec. 3703 and the Workers' Compensation Law. 10. L0118S. On signiag this contract Contractor shall deliver to Public Aganci for approval good and sufficient Loads Lica sureties, in amount(s) specified in the specifi- cations or special provisions, guaranteeing glia faitlful performance of this contract and his payment for all labor and materials ::.grounder. 11. PAIL::P:.' To PEPY01al. If the Contractor at any tiro rafuses or neglects, without fault at tae uc:.:crlgenr.1 or stn agentts), to sWpl,g sufficient materials oz wozxman to cocpletc this agreement and wort. as provided nurcin. for a period of 10 days os more aftar written aotiee thereof by the Public Agcncl, =w Public Agency may furnisa sae and deduct the reasanable expenses thereof froe tan contract price. 12. LAWS APPLY. geneal. Both parties recognixo.zhe applicability of various federal. a state anu ocal lama's gnu regulations, especially (;.1apter 1 of Past 7 of t:.e zalifornia Labor code (beginniay with See. 172u, and incl:u:ing Sacs- 1735, 1777.5, G 1777.E forbic:i ng discrimination) and intend that this agroarent comp:ias therewith. T61d parties Specif.callt stipulate twat the relevant penalties and Zorfaitures provi"d in the Labor Cade, especially in Secs. 1775 i 1813, concerning prevailing wages and aa•,:r3, shall apply to this agreement as though fully stipulated heroin. 13. SUDCONTRACTQRS. Government rode 554100-3113 are incorporated herein. 16. WAGE RATS. (a) Pursuant to Labor Code Sec. 1773, the Director of the Oeparaent of • ustria _a-ations has ascertained the ;eneral pre:•ail q rates of wages --or diem, and for holiday and overtime work, in the locality is which this work is to 5e performed. for each craft classification. or type of workman needed to execute this contract, and lair. rates are as specified in the call for bids for tris work and are an file with the Public Aganct, and are neraby incorporated 'herein. (b) This schedule of wages is based on a working day of 3 :lours unless otharwise specified; and the daily rate is tae hourly rate by the number of :ours con- stituting tae working day. clheh loss (foam that number of louse are worked, ens @oily wage rate is proportionately zeducad. but the hourly rats remains as state(;. (c) The Contractor, and all his suzcantrac--ora, oust pay at least these rates to all persons an this work, including all travel, suasistence, and fringe benefit payments provided for by applicable collective bargaining agreements. All skilled labor not listed above must rxe paid at least the wage scale establisaaf.� by collective bargaining agree=.ent for such laLor in tiie locality eras.-o Such wort: is Lsit:y parformed. If it becomes neces- sary for the Contractor or any suscontractor to oz;ploy any person in a craft, classif cation or type of work (except executive, supery=nor+, adainistzative, clerical or otter non-manual workdzs as succi) for waimg no minirsuu :rage rata is specified, tae Contract- ..-shall immediately motif_ t::e Public :.gerc.1 which shall promptly determias the prssvaili.g wage rate L+erefor and furnish the Contractor wit.'g t::d min"itat rate based thereon, waic: shall apply from tae time of the initial employuant of the person affected and during the continuance of sucig employment. 15. 1tot:RS or "CR. :Light. hours of labor in =c calendar day constitutes a legal day's work, a.:.c :.o wc; - . c.^nloyed at any ._=a on this work by the Contractor cc bt any sus- contractor shall ae required or permitta,i to work la yer thereon except as provided in Labor Code Secs. 1310-1815. 16. APPFL'..:.ZC3. Properly indentured apprentices may be employed on tais work in aecorcance wet;, :a'_er Crowe Secs. 1::7.5 and 177'.6, forbids-ng discz - -a. (Page 3 of i) (CC-1; Rev. 11-76) v " 17. Pia nmitm.cr MOF. _:ERIALS. :he Public Agency desires to promote the industries and • econOVy o: Lo tra costa County, and tae Contractor therefore promises to use the pro ear ts, work:men, lal,orers and mecnanics of tris County in every case wasre the price, fi tness and quality are equal. 25. This acreeruant bines the heirs, successors, assigns, and representatives c: tae cu:t-' r: but he cannot as3lga it ir. whole or in part, nor any :,ones cue c: to become Cur under it, without the prior +•biter consent of the Public :teensy and the Contractor's surety or sureties. unless they have waived► notice of assignment. 19 1 I.M11 BY F: 'rIC :+SC::.2. Insxe•.ien Of the work ante/or materials. or approval O: work ardc..en ::atcraa:sinspected. or statement by any officer, agent or e.,.plOyee Of tae Public :.menet andacat:ac t.hc wcr): Or any part t:dereof cor-plies with tae re=::.rese nts of this contract, or acceptance of the wncle or any part Of said wort: and/or s+aterials, or payments therefor, or any cx_::inatio•.: of these acts, shall not relieve the Contractor Of his obligation to fulfill this contract as prescribed: nor snal2 the Public .:enc_+ be thereby estopped from brancan.: an:: action for daaages or onforecment arising from the fai2uro to ec fly cin': any of ter= and eonditaons hereof. 20. I-I@.0 (a) Co.^.-.ratter promises -.o and shall hold narmless and indema-ty Iron. tum .aa:.:._taes as defined in rn_s section. (b) She indc_-cnitomes benefite;: a.d protected by this promise are the P_-blic Agency and a.s elective and appcirt.ve ucarc:t, car.-"ss:ons, officers, agents and exployess. (e) Shelic:.�'ctics prctec-.c_ a=aanst arc any liability or claim for damage of any kine: allegedly stere incurrs: or t::reatened because of actions defined below, including personal in;ury;, Beata, property da-lace, inverse conde-wnation, or any ccrbiraticn of these, regardless of wnetner ar not suet, l.Ls.:alaty, claim or da:-ace was unforeseeable a: any time before the PuLlic thenen: approve" t.ca a~crovervent clan or accepted tic =provarents as eo pletcd, and ireluding tae defense o: i:&y suit(s) or action(s) at law or c.;u:ty concernanc these. (2) ;he actions causing lia*ili: are may act or omission (negligent or non-negligent) in connection wit. tine matters covere- by •.•s contract ano attributable to tide contractor, subcontractor(s), or any officer(s), agents) or employ"(s) of one or -+ore of them. (e) :so::-Conditions: Sno premise and agrecncnt in this soetion is not conditioae•: o� dependent O:: n whetcr Or not any Irderzitee has prepared., supplied. or approved any pian.(s), drawing(s), specification(s) or sracia/ provisions) in connection with this warn., gas insurance or otner inuernaficataor. covering any of t:rese matters. or that the alleged damage resulted partly from any acglagent or wallf�l misconduct O: any Indemnitee. 21. EXCAVATION. Contractor shall ca.-.p2•; with the provisions of Labor Code Sec. 6?=5, if app aca� e. Z, to to Puu2ic A;cn.¢y a detailed plan. showing the design of shoring. bracing, slcping, or other provisions to be made for worker protection fro: the hazard of caving ground during trcnc:ti excavation. r: . _ ::j•::..�V ;air::'.:7^:" .....y.•....,.,. :'.•:: �' a. • :,:ems•., _ (CC-11 Rev. 11-76) - • D-4 ' • DIVISION E - BID CONDITIONS - AFFIRMATIVE ACTION RE UIREMENTS EQUAL Er•1 LOYMENT OPPORTUNITY 1. AREA AFFIRMATIVE ACTION PLAN The Area Plan applicable to this project shall be the Contra Costa Plan on inority 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 Contrac- tors' Associations. Contractors participating in the Contra Costa Plan may qualify under Part 1 0 Section E (2) , "Affirmative Action Requirements," of these special provisions for the following designated craft, if said craft is to be utilized on this project: PLUMBERS =159 2. AFFIRMATIVE ACTION REQUIREMENTS The contractor commits itself to the goals for minority manpower utilization as set forth herein, and all other requirements, terms and conditions of these bid conditions by submitting a properly signed bid. The contractor shall appoint a company executive to assume the responsibility for the implementation of the requirements, terms and conditions of these bid conditions. Part 1 : The provisions of this Part 1 apply to bidders, contractors and subcon- tractors with respect to those construction trades for which they are parties to collective bargaining agreements with a labor organization or organizations and who, �gether with such labor organizations, have agreed to the Tripartite Agreement for ntra 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 . Part 11 : A. Coverage. 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 thea on the project to which these bid conditions pertain. 1 . Are not or herea=ter 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; F - 1 Part II : A. Coveraae (Con't) 3. Are sionatories 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 com- mitment to goals of minority manpower utilization by labor organization have been executed pursuant to the Contra Costa Plan; or 5. Are no longer participating in an affirmative action plan acceptable to the Director, OFCC, including the Contra Costa Pian. S. Reauirement--An Affirmative Action Plan. The bidders, contractors and subcontrac- tors described in paragraphs 1 through 5 above shall be subject to the provisions and requirements of Part II of these Bid Conditions, including the goals and timetables of minority manpower utilization, and specific affirmative action steps set forth in Section B. 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 B.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. "Minority" is defined as including Blacks, Spanish Surnamed americans, Orientals and American Indians, and includes both ;minority men and minority women. 1 . Goals and Timetables. The goals of minority manpower utilization for the bidder and subcontractors are applicable to each trade not otherwise bound by the • provisions of Part 1 hereof for the following range of percentages for each trade which will be used on the project within Contra Costa County, California. From 9/30/75 forward 17.gy - 19. 5wr 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 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 e;mnloy 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. W)iT" B. Requirement--An Affirmative Action Plan (Con't) 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 ipropriate percentage of his aggregate work force in Contra Costa County, California 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 provi- sions 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 subcontrac- tors of their respective obligations under the terns 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 verity manpower utilization, which is at least as extensive and as specific as the Towing steps: a. The contractor shall notify community organizations that the contractor has e.iployment opportunities available and shall maintain records of the organizations' response. 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 DEPAR7.4ENT when the union or unions with whom the contractor has a collective baraain- ing agreement has not referred to the contractor a minority worker sent by the r contractor or the contractor has other information that the union referral process has impeded 'nim in his efforts to meet his coal . i d. The contractor shall participate in training programs in -he area, espec- ially those funded by the Department of Labor. e. The contractor shall disseminate his EEO policy within hi$ own organization ncluding it in any policy manual ; by publicizing it in company newspapers, annual marts, 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. M E - 3 B. Requirement--An Affirmative Action Plan (Con't) f. The contractor shall disseminate his EEO policy externally by informing and discussing it with all recruitment sources; by advertising in news media, specific- ally pecifically including minority news media; and by notifying and discussing it with all subcontractors and suppliers. g. 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 organizations 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 requirements, 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 classifications, etc. , do not have a discriminatory effect. n. The contractor shall make certain that all facilities and company activi- ties are nonsegregated. o. The contractor shall continually monitor all personnel activities to ensure that his EE0 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 connitted to Part 11 for those trades. k'henever a contractor or subcontractor is deemed to be committed to Part 11 of those Bid Conditions, he shall be considered to be co^itted to a r:anpower utili_a� tion goal of the minimum percentage range for that trade. B. Requirement--An Affirmative Action Plan (Con't) 4. Subsequent Signatory to the Contra Costa Plan. Any contractor or subcontractor subject to the requirements of this 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 &rgaining 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. 5. Nondiscrimination. In no event may a contractor or subcontractor utilize the goals, timetables 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. Part III: Compliance and Enforcement. Contractors are responsible for informing their subcontractors (regardless 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 clause, includina suspension, termination and cancellation of existing subcontracts as may be imposed or ordered by the Contra Costa County Public Illorks 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 such contractor or subcontractor to make a good faith effort to meet its fair share Wf the trade' s goals of minority manpower utilization, or of the requirements of Part 1 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 sanc- tions 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. ?4here the agency finds that the contractor or subcontractor has failed to comply with the requirements of these Sid Conditions, the agency shall take such action and impose such sanc-ions as :-ay be appropriate, includ- ing, -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 00150 r B. Reouirement--An Affirmative Action Pian (Con 't) Part IiI : Compliance and Enforcement. (Con't) 3. To the extent allowed by applicable State Statues, 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 above and by making every good faith effort to make these 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 these Bid Conditions as shall be required by the Contra Costa County Public Works Department. Submittal of SF-257 Monthly Employment Utilization Report, Exhibit E-B and Report of Prime Contractor's Contracts, Exhibit E-A 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. E-6 • Executive Order 11246 Executive Order 11246 requires non-discrimination in employment under federally _ assisted contracts. In executing this assurance, the County, cities , and non- profit sponsors agree to do, among other things, the following: a. Include the following equal opportunity clause in all federally- assisted contracts . This clause applies to administrative, supervisory, professional , and clerical personnel as well as con- struction workers. This clause also applies to the employment practices of the Activity Sponsor: "No person in the United States shall on the ground of race, color, national crigin 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 funds available under this title. " {a 52 E-7 A: r* fD c 'S r+ c -h- Or �- n �f C'y C ALL FEDERALLY INVOLVED CONTRACTS OF THE IN AREA OF HOMETOWN PLAN FOR MONTII OF '.c Company a r+ -- v+ c GOVERNMENT AGENCY CONTRACT NUMBER LOCATION AMOUNT % COMPLETED PROJECTED COMPLETION DATE ` r+ C' =-c r � w cr ro .a c ro �f ALL NON-FEDERAL CONTRACTS (AWARDED SUBSEQUENT TO EDA-ASSISTED CONTRACT) IN PLAN AREA FOR ABOVE MONTH o r+ "NAME" OF CONTRACT CONTRACT NUMBER LOCATION AMOUNT % COMPLETED PROJECTED COMPLETION DATE n a r+ -rc to r c r Exhibit E-B Approve 1 No. 44-R1396 STANDARD FORM 257 Reporting Period MONTHLY EMPLOYMENT (Month, Year) (Aug. 1976) UTILIZATION REPORT As prescribed by the Dept. of Labor (ClCCP)1 (see reverse for instructions) • This report is required by Executive Order 11246, Section 203. Failure to report can result in sanctions which include suspension, termination, cancellations or debarment of contract. To: (Name and location of Compliance Kenny) From: (Name and location of contractor) ESA Project No. Project4escription: 1. 2. 3. 4• mino- Total rotal FAork Hours of Employment (See footnote) rity number mober Clsasi a• D. • C. • 1 a. • /" of miof of Employ. . tion- His- er. Asian/ otal total 2UWv1Empla- sea Company�0 Name (I.D. Trade tions Tots Black panic dian ree1lie e- y tee Yelond le AD Tr ITrr • Tr � C A Tr C A Tr I ' C AD Tr Tr Tr ) C AD Tr • Tt 7. Company Official's igtsre an Title l=ate �:gred 9. .e.eP^cre ��::er na (Zhelude Area Code) E-9 0101 t3 Exhibit E-8 INSTRUCTIONS FOR =ILI`:G = ?LCA'."".:'::? UTILI?.ATICN iCr (Sc-7 ) The ---roloyment Utilization Report :s to be completed by each subject contractor (both prime and subcontractors) and signed by a responsible cHitial of the • compa:iv. The reports are to be .`:led c:: the day required, each month, cu:.-g the te� f - .a 1 d h total z e -: � �-e c„ a..t, and t.�e s:.ai include the oto work-hours worked for each employee level in each desi.;nated _rade for the entire report-ing period. The prine contractor siall submit a report for its aggregate work force and shall collect and submit reports for each subcontractor's aggregate work 'orce to the Federal Co^p:_a ze Agency thi iv f'.:ad.r3 their const- Federal pzoject. Report-^g Period . . . . . . . . . . Self-explanatory. Compliance Agen. cy U. S. Government contracting or adm_,Mis- te•_irg at-encv responsible for equal ermlov- mer.t cppor:uni tv on the project. r Cotrac:oz ;, . ;; A .v con actor who has a �..nst. c .. con- tract :h the U. S. Cove nment or aoo::cant __ . ._.,.._�.._...__... ... (See OF CC? Reis. 60-1.3) . :. ..Cc::;.ary s "Nam e. Any contractor or subco:+::act:,r who ..as a _.. ,.__..' �..__._ ;. . .. .. federally involved contract. 2. Trade . -. Cnl;: those crafts covered under applicable - Federal M bid conditions. 3. Werk-hours-of rmplcyr-tent- . The total number of hours worked by all • enolovees iZ each classification; tae Iota: au::�be- o.` .hours corked by enc:, Y -. graup in each classification and the total _ ._....__..... .._ stork-heuzs Cor all women. Class::icatior. The ?evel of accompl:s::men: or s:a:us o- _ ......, . . the worker in .-!.-.a t-•ade. (C = C-af vao-!ter - Qual__:ea, AD = =.przentice, Tr = T ra-nee- :+. Percent of minor:ty work- hours of total work-hours The percentage of total minority work-hours wo:ked of all wc:k-hours worked. (The sum of COW== b, c, d and a divided by column a.) �. Total `lumber of ainozity employees . . . . . . . . . . . . :lumber of r:incr i :y e-mployees working '.r contractor's aggregate work force during reporting period. 6. Total Number of Employees . . . . Number a all emnizvees workin s n con- tractor's argre:=te' wor:k force durin reper__-3 period. * Minority is def4_ned as _-,cs•.:d?r.3 3''acks, =:scarics, b^e:i=az !_nlians and • Asian. and Paci:ic islanders - both mar. and wo-men. . � -� '_•S s;,::ti+�:.r, ae:.:r:sem �p?--.. +;._-..'E. ..:r:53 DIVISION F - WAGE RATES • Minimum wage rates for this project as predetermined by the Secretary of Labor are herein set forth . If there is a difference between the minimum wage rates predetermined by the Secretary of Labor and the prevailing wage rates determined by the State or the County for similar classification of labor , the con- tractor and his sub-contractors shall pay not less than the higher wage rates . See General Conditions for reporting requirements . • F- 1 flf)I-j wart■ , r Surmscrium otciStoN OIXISIM NO. CA77-5039 Page 2 STATF1 Califotnln CrnnrrlCtr Alameda, Alpine, AmAdnr, Butte, Wavers". ColusA, Contra larlt 1`11091,1e1001116 Pgw..0 Cnets, Owl tbrt., C! Dttsdn. Fteono, 1140y Eirtetia0 Glenn, R+lnhol,it, Kings, Lake, Laagen. Rrtrr N d M P•.da.r Vacation 004/04 Nad.ta, Kxin, ttaripnea. Nrndo;ino, N►1,Tt. *'rood, Ikldnc, wmt.rty, Napa, NeeAda, Placer. Plus+. Sactar.nto, San Benito, PRICK TVIDEPSr San 9tervAlco, San .ronq,tln. San NAtto, Alpine, AmAdnr, tl Ourado, Santa Clara, SAnta Ctut, Shanty. Sierra I#evAdA, PlAcer, Sacramento, algklynu, Snlano, SunumA, Stanlslaun. Sierra and Tota Countl.m 1 9.70 1 1.00 1 1.70 gutter, T.hAmn' Trintty, Tulare, San rtanetsco and San Ktten Tunlu ne, /ala and Yuba Counllen 10.00 .65 ,10 IiMlstoN R"FAI CA17-5019 OATtI Date nt Pubttratitm Ft.nno, Rings, Nadrra and Supersede■ oeclsion Nn. CAIS-Slol dated taAve,rber 19, 1916, In 41 111 51255 Tulare Cnuntils 9.44 .10 1.40 Or4CRIFT1rIN or WOMR, Outltling Cnnettucttan (does flat include single family CARI1#WILMSI heaters and garden type epattments up to And Includirel a Star feel, Mary and Car prntera 11.25 L.22 1.71 .79 .!! highway eonetruetInd and 151049111 . Ba,dvo.d rir,or Laytrsl Neer Sav Qprrstotat Bev Filerst baric rt#aplrra/tI#Pgmrrte Shingl.rat Steel Scaffold II•rrtf E40r0040 lrtctnrs and/or Steri Short" Rater M l 0 PaOrla.r ysrell•. 00410, erectors 11.64 1.22 1.71 .7S .96 At+►1.7,. Ntllwtighta 11.75 1.22 1.71 .79 .06 Plledrlverm•n, bridge, vhart and dock butld►rs 11.21 .14 1.26 .75 .04 ASOFRT+1s MUAKtAS 1 I2.41 1`0 1 1.17 11.50 Ot C11"04T IWO1131 Cement Nanona 10.00 LIS 1.61 1.51 .1s Rotl.ip.MART.iI.T 1.1.175 .its 1.04 .So .02 Na*tier Nagn.sltel Ail BRll flurto, gtnrildt, Ak Cnr"attinn Ktaona 14.35 1.15 t.43 1.S! .09 hal M", li &a-Inlr' "lips, Nan walking from awinginq of FrOKoff", Ito, Sa l,K Napa, ban slip form scaffalAs 10.25 , 1.IS 1.63 1.58 .01 y "In"o. Sr San And 71` Riskiyou, DRYWALL It#STALl."S 11.52 1.22 1.71 .7S .87 Coisno, Sona•a and Trintty ItUrtRICIANSr Q Counties 11.02 1.10 .91 1.00 OS Alameda County Ata•+da and Contra thata tloctriclana 11.41 .!0 1{0.90 .!3 Count lea 11.95 1.00 1.09 .111 Cahle. Spllcete 13.84 .10 110.90 .k3 V#Penn, Rings, Nad.ra, MAdnt, Coluaa, Sacramento, NAtlpusa and Pb-rcr,l countita 10.10 .95 1.04 gutter, isle, ttuha and Butte. COlwaa. ret t►tndr4 those pnrtfonA nt Alpine, chino, trlu"4 1`kacr Sacramento, , Et W1460, NeVAda, Placer ShAlkVPtAeer, raSOcrsrrnto. And Sierra Cornttea Hest Toh4na. TajoSierra. Sutter' of the Stotts Ibuntain Tehama, rola and tuba Cos. 11.90 .00 1.01 AS watershed lcountie and Santa Crus Electricians 11.119 .93 lif.15 .lbs counties 11.60 l.11 1.10 Cable Spticttaa 14.10 .9S WAS .94S San Benito and Santa Ciera Tunnels/ Counties 11.95 LOS 1.05 .!2 Electtictans 11.81 .911 1941.15 .1{S Alpint, AmarMr, Calavoles, Cable Splicers 14.31 .9S 1114.0s .!{S San Joaquin, Stantataut and Tuolumne Counties 10.45 1.09 1.00 1.60 Tulate County 11.60 1.40 1.00 .87 e ' {tCpl 40a1�, iE01RAt RtO1STER. VOL 41, t611-111111DAY, APRIL 12, 1177 � F' , ,l Ow 1000. G71-foN ►eqe 1 OSCISION NO. CA77-3031 role ► t l r 1 --- ►riot#4aaeiU#room**## frlye eanaillr f+H+wlr 4aiie lads „�„ Wr,lr E4krefiee Nartty Eiwretis$. later N►11 frerl*or Meteor* en4/*, lose N IN Flo-41406 Ve(aden *n4/at ATN. tr. A*rr. tl. r tLtCT1 MANS! fOont'S) e1K7MICIAN6t (Co4it'd) Monterey county Lake Tahoe Ares tlootriclens 1 11.10 .10 144.75 .04 electricians ! 11.13 ,47 11*,}1 .OS Cable splicers 13.11 .60 14+.75 .04 Cable splicers 14.14 .67 144.77 .04 Napa and Solara Countlos Suite. Glenn, Lesson, Modoc, ilootriciano 12.17 ,H It*.st .44 ►loam, tiuota, Sleelyou, Cable Splicers 13.14 .66 It*.N .04 ?shwa and trinity Counties Sin Senito. Santa Clare slid 116etrlclons 11.54 .47 111*.703 .04 Santa Crus Countist Cable splicers 13.14 .41 It*.705 .04 tloctriclans 12.10 .17 1441.50 .05 Tutuslt Cabte Splicers 14.40 .77 11#130 .45 elsotriclansl Cable splicers, San ftencleco County Selpere 12,14 .11 11*.701 .04 tlectricians 13.511 1.04 1i#.10 .16 t Cable splicers 11.54 .67 14#.105 .04 Cable splicers 11.14 1.04 14#.10 .06 Giavetas and Son Joaquin San NAt40 County, ODUntle4 tlectrlclano 11.77 .42 1!*.50 .01 ,Slectriclanai Techni0ians 11.16 ,12 11#1.It .01 tLtVATOM CONSTMUC"s 11.46 .141 ,31 36*4 .02 Cable splicers 13.41 ,12 14*1.25 .01 t1.SVATOM CCMiSTMUL"Al' 1191.09" 1lt3M Sit if 36*6 .01 Contr6 Coots Ccunty SUVATOM CONSIkUCTO"' 164441162 tlsctrlctan. 13.46 .7• 1101.40 1►MO11.1 %41316 Gate Splicers 14.05 .70 11.1.00 GLASILMsr 011 #►rata and Mrboldt Counties Alaoe4a. Contra Coot*, Late, electricIons 10.16 !1 II*1.17 .44 N6rls, 4Nn4ocino, lsouthotn Gbla splicers r 13.5? .1% 11*1.71 .44 halt of County ltoa With of ►rams. 06400, 1664496 ane ft. Sra4g1. Iwrterey, Naps, Tula9a Counties San Unita, San fisncleco, tlectr/cIons 13.74 Jf 11*./5 .0t San Matoo, Santa Clara. Manta A Cable Mpttcars 11.24 .1t it*.it X05 Cff us. solar, 1S.N, ttoa east to►e, r4orin, Men4oclno 6n4 0[ tai:lisldl rna Sonora SQtWQa ClUunty I Cotintles ' ll.]1 .t] L3f .02 Slaca iclans 12.411 .42 144.30 .02 cable splicers 13151 .42 144.30 .02 S Iiartwo'k. vAlclia, staalslaus ' Ana tuoluaro "Atlas lloctilcions 5.41 .42 I1 11 Cable Spllcoto 10.51 .42 l4 11 1 1 MINAL tE IMS, VOt, 42, ►4O, 70--484iiAY. Afflit 72. 1977 WA. a4rr I 1 ■ M IalablM, I f I I 'we tewM Its �ifll MMMr"14,r a t 1 page S Dtx1S1011 N9. CA71-5031 role t n►t:1lt 1017♦ Nt7. CA17-4070 9- ' I,Iaf.d.w.r to rar...lr f♦lee.0,a•hrt rote...tr N.wlf EJet.rira dolt Ret.a N M roost... yotatle. SAU.r N.rrlt -� Etl.tetl,a AAr.ir. 00.1F .t., H # rr.rl..t Vetarl.e ..i/.t Aryl,ir. f.Atl m,;t tcont'dl CllfZilp11 Won t'dI wmt.r.y AnA Santa Clue F Alpine, Ar.Ador, Mutts, Covn Uea 1 11.30 ti SS 61 Calaveras, rt !Mr.do, San rrencloco and Ntl of t MAripoAo. Mrrced, Mirth Sen HAteo County 11.01 .46 2.00 .02 of City of Llvin7atonl, sen r-nito and Sonto Clara w Anc, NevAde, 1`14cer, Countlea 10.11 .7l 1S Sacratrnto, San Jaegvin, rfeAnn, Rtnia, 1t+Art. anA ShostA, Sietts, Etakiyoj, Trlare Counties stanlAfauv, Sutt.t, lehalaa, KAtil'1AA, Merced. Stanloloua Tuoly-Ip, Volo and Tuba and T,olu.rre Counties 10.15 .0t Covntiea f 10.495 .11 1 1.20 Aeadnt. Cl rt,tadn, 1aCre1'ent0 rresno, rinps, NAdera and r And Vnlo Cpuntlet 0,10 .40 3.00 Tulare Counties and the "uthetn half of Can Mates reaAlnln7 i,ortionA of County 10.01 .12 1.00 Metcalf County 9.00 .01 1.01 .005 .05 LIN►. C1M:'1I1"jC'Tt0"1 f t POtAW)narplr Contra Costa County terve f.tertota 10.41 1.14 1.04 1.20 .04 reoundmon 10.0013 .10 1401.00 ►elntmcin+f 11.10 1.14 1.#4 1.20 .04 Line bi'llfwnt t;,etatoto Mloss .10 1101.00 otnaa,eotell attuctutot 11.110 1.14 1.44 1.10 .04 Llneaien 13.45 .70 14+1.00 1 tATttrslt Cable Splicers 14.15 .70 W1.00 Als-411 and Conus Coate dol Mute, w>o,)c and dtoklyou t= Count Its 11.11 1.09 1.20 .025 CYnuntlea Mutts, Coluse, Glenn, Ttta triaaltc helf»rI fiust,oldt, lake. (that GtounAaaa 0.11 .45 li 1.16 till (� "tion of CrAunty fins ffead Gfoundwane Roadpround- �1t tAkor tt up to County tole.) sun 141+lirfilr 4'0Affearnt Nev&4A. Placer, ►lu•a,, Jaclhaaeaetown 0.09 .45 to 10 1/21 shaote. Stella, lrhe■a. Line rqutpeont Nen 9.91 .4S It .li 1/2i and tflnity countles 11.00 .44 .10 !/ Linea»n rolopptsyert Mealy Calaveras and Mon Jnwiutn Line rqulpsont Men) Counties 10.55 .ii ,SS .ii Cettlflod Li"NAnt 100101et 11.11 .45 4f .lt 1/24 tads ltras City of lalleport Tree Trlemet It.4l .4S it .li 1/1t dove to county Linel, NafIn, Caine splicers laadtast Nen0ocllao and uwrmaa Counties 0,01 .17 .iS Am l/04 Vote sprayer 11.tt .4S to .li l/li soot, r !✓� �' � iEdERAt REQIS/ER, VOL, Oil, NO. is-FRIDAY, A9Rit 21, IiFTT 1 r • trtaea g•.at1r•frrr•s1• plop gaaaHt•♦aru•r• ia►ta 0o$ta Haa,l#r 11+rn+taa Nav,Ir tlr:arras Rata• ti►# f►a•isa, Yy,•Uaa •a!!ar 16160 N a v p►4944• Ya$atlaa aalhr A►�r. 7r, AeN• 7r. L19411 WormuciloN1 IContrdl LIMO 0011lt413Ct10N• itcnt'!) tramp, Singe, 14449. *no Nw"Idt County !Mars Counties a9oundaan 09oundaen / 11.41 .7f 19,.3! 01 LIn$asn s! 11.1.7f Lineman# Lina oqulpment Cable apticst• 11.07 !1 li*1.73 Operator$ 12.16 .73 U•. $ .01 Ian #(ancleco Cowper Cable splice:• 11.26 .75 14•.13 .of m oroundmen 11.76 1.06 10.01 .06 itatlpvas, ►4toad, Stanislaw Lin$aens Technlalons 13.811 1.04 16•.10 .66 and Tuolumne Counties Cable Splicers ISAG 1.06 14030 .06 Linemen 1.61 .42 LI 16 San bonito, Santa Clara, Cable Splicers 30.41 .42 11 14 W Santa Crum Counties l►4ntstey County Gtound+man 10.10 ./7 101.!0 .63 ptoundson 1.42 1! 16►1.N Ol Lin$menp Line Rqulprant Linaeent technicians 11.31 .13 is:L.41 .01 Operators 12.76 .61 14.1.10 O1 s Cable opllcets 1).01 .31 11.1.41 .01 Cable 4plicara 14.21 .01 lt•1.30 .Of 1 Papa and 4olano Counties IVMLI S97?W 10.43 2.44 31 1.02 Llnapn 11.02 .66 164.01 .S/ FAIN?MI Cable optics$# 13.10 .40 14#.03 of atpino. anador, Calovatas and Son Joaquin Counties S4hastuite, Glenn, a andn, Snotty orveh 6.12 .71 2.14 1.11 Cuunkt, 7ah$sa and trinit# opt#yi Sn6attoo4 tapatl Cuuntlte Gtwr4men 0.31 .01 10.703 ,02 owing ata{et Saattoiit Linaaan# Squipoent Operators 11.11 .67 13•.703 .02 Slndulastat Sttuotutsl Cable Splicers 11.10 .47 13►.70S .42 /1,661 1.32 .74 2.34 1.11 alam44a County #$sono. ging$. patters and Groundson 1.14 .70 Ita.30 ,61 tU16$$ Cuu nti66 Lineman 11.41 .70 lt•.s0 .41 truant Tapers 11.12 .41 As Line tqulpeant Opetawto 16.27 .10 10.30 .02 Sp$4y# attuatural Rtaat 11.21 .41 .20 ANA4at, 041,14a, Sactasanto, Ns96poss, 64tcaJ, itasielasa Gutta#. Yolo, tuba ant those eta tuotuene Cowteles portion$ of alpine, It 0ot6do, oru$h 1.60 .70 .41 ,71 .02 Nevada, Placer and $large owing 4tavt rapethangatet Cowttiee Wel of este pain ooat$n Chat$# State Cloaning6 Stotts Mountain watetshai Nater olaeting 1.61 .70 .41 .75 .02 GrounJMn 6.17 .l) 1110.11 .643 Sy$ay1 sattibl4atlnq 10.10 .11 .45 .75 .02 Linosen 11.21 .7) 10.71 .043 Cable Splicera 12.11 .11 100.15 .04% i t { low r y, FEDERAL REGISTER, VOt. 42. NO. 74-FRIDAY. ARIL 12, 1!77 Peva to pICt:IG]l7N 1tU. CL77- 431 pays 3 i Wt, Ia.,oat Mo. CA17-S013 4t5 tUtt NO. G71-5031 Ts)e # DECISION NO, CAII-5039 P*94 10 ftle9t 41taatitt f�T�tnit i (rirtr Rsratita l'r{�.nta titleII $.Sit *.�. Ntwlr E•...nr,t N.a}r ELt.ttea Rata N A If Penat.ra Ynta4tab collar R.t,t N L R PreArat V.tHirs .rU.f Ary,,It. feel,7f. PAINTrJtS, (Coll t'd) PAWTV'R.nt (Cont'AI isxtttr,!y, sen Renttr,, 5An Al**-!da, Centra Cnr,t*, 6t M.tteo, Sent* C(eI* *nd Mtn+In, N*p*. NevaAa, sant* Crur Countl.a rt*cel, ecce aYnto, SI.rrRr ftxcludln7 t><trtinn* of J Rol*nn *n,t Volo Cn.intlre Count le* to the take Tbhnn (excladln7 rottlona of Count(ea 1n the S}ke tahot, Are*# Ntunh / 11,12 .11 1 1.30 .00 .OJ Ar"n1 rpt*y II.17 !R i.10 R0 .0} tttrrih t 11.12 .!9 t 1.14 !0 .03 tbrera 11.17 .11 t.IO ll0 O3 Array 11.11 .99 1.10 .00 .91 t,akc Trhor Afro t*(>"t4 11.37 .S1 1.34 .t4 .413 , .70 .75 tel Wit- and Nu�t*?ldt Countlea Blush 20.15 1.S# Sptsy) SStruchnai Steell Thr*u 11.20 .70 .35 , Rr++ah .SO .20 .t0 take, Marin, M"n,lo ltto, aan Sptay$ randhta*terat St►ei$ Sttuct1 } tt*ncisco on'l 11-1-4 Cnn. frtrrq Sta7et T*r.rai , nrwth t4.17 .91 1.10 SIO .03. rbt,erhangeta 7.24 SO 20 !i� Ppt*y 11.02 Al 1.14 .t0 .03 rerki,r) Int Stripim Mart &M/nt TOP-to 11.72 .11 1.10 .t6 .43 Nlgh+,ay Karkeftt aorta, Crf►us*, (Ilan", Lwnn, Pt.n+tn, Illnjo *nA Tvlete Countle 4 . Ie.etA,tlM tha tats•.» fir, rtaffic t>rtintating nevlco khtnettt »"% , Piu+ee, An')Irotot O.Ot .S9 .15 b . sheets, ofatt", suttet. Mher) #top Inotsllert Ttaffic t4Nett4, ttlMlt► onA jute Ruffac♦ Randblsa/4rr.Otrtf+tr 4,00 .10 .)S b ptwwtlaa Brltvt (*heal atnr inat*ti*r. t ttoffle surface sandblaster, Otoshl Ort t.tttetar Itnllsrs 0,1! .10 .40 t . Ort*yt san,tMisstef# Rttertnrst *tttr+rt 4.21 .St IS b Ottslr O*1t.9 $10944 Tarot* 0.11 .t41 .141 Rtut,y Soot tpetatlant Laws" r..,uy Ithat j"Itlnn M&I Miset Ort(*tat 41.40 St .3S b 11** 41e*iwr• of ". 2111, Ptn*e*e4 kin 1.40 #• .7t Is )hfthVeld to and 1pwk%dify Apl•licstar aperstnr 0.01 .SO .15 b Ik-ey lat*1 Rh+rttle,►tn Coll ,S4 .311 Is tough 10.0% .14 .7S i Sop Mon S.03 S0 .71 b Ortayt Sttnetursl steel$ Oewatninl Crwnti*s talt*ts 11 JO .70 .73 ttoffic Mllnostintl (ievite Applicstctt Weal Ston lnstalltt) ttartic tuttace Sendtleltit 0.417 .Ss .IS Iklp*r (traffic deltneatln9 dtvic* applicatot, Wheel step tnatatler. traffic outface oarvdblsst*tl 7.72 .SO *11 b stttpst l.tt ,341 .7S b I411+or tett iport 0.141 Ss .3S a t ' t t f .«.. 1114E*Al MIS110, VOL. 41, NO. 711--iMiDAY, Atllil 23, 1l77 � twillow it0, Call-H1t fate It OLCISION 100. CA71-5019 Pals cc,pp .� s , frtase i•a•IIt•farr•st• v� g•rl• fde&•;•e•hh►•I m•M• i ;al• ` � N•+rlr EA.uti•a N.•rit Ei�•edaa gels• N;w f46616016 Va•Hlea •"i/., bus N;tl (••a•I••• Y•t•U+a eat/er Aper,Tf. fA1MTi&st IQant'dl PLAST31tPAS' TAAt0EA04 1Cant'4l, slurty Nadi oporationl alpine, Asador, 191 porsdo, Miser opatator 1 ;.i7 S0 IS b Nevada, ►lacer: ;sara*ento, squee1e4 Man 5.17 S0 ,15 b Sleet& and Yolo Countles ; 7.055 .ISS 1 1.40 .00 Applicator operator 7.72 SO .IS p 1 Calaveras and San Joaquin $buttlesen 4.6s .50 3S b Counties 1.17 .S0 1.40 ./0 toµ Man 4.12 So .15 b lu*n County 9112 .40 1140 .10 PtA1TIGNCftOt Monterey County t.1S 1.00 1.70 .10 Alasads and Canna Costa Dan Benito, Grata Clara and r Cix,nlle& 00.1; 7!S 1.05 903 Banta Ctua Cauntio& 11.30 .70 1.40 PNtt4, Coluve, Glenn, Laoesn PLAAWLNGt ("thoastoin Aalt o3 Lassen Alameda County 13.13 3.24 2.21 .12 Onuntyl, Iluses, •torr&, Contra Costa County 11.17 1126 1.15 .20 Suttat, and Yuba Counties 0.79 .16 1.00 001 Matte and Nuet,aldt Counties 11.13 .71 1.11 .011 honlorsy County 16.60 .71 .11 .91 IIAMSILNst Steastitcetu !team, girls, Madots and NU401 (Northern halt of fulore Count lee 9.34 .10 1.!! 1.11 County►, secraNntu, VOID, Alpine, Asador, &utte, Cal&vera4 &i floredu, Nevado, ►lacer 001486, at 00t660, Glenn, and Stotts Cuuntias (ssoluding Leeson 44"1. Neo84e, placer, take Tahoe Area) 11.11 1.14 1.60 .14 Pluses, dacrt&aento, son Jo"uin Late Tahoe Arta 14.41 Si .60 l.;t .10 &Isrr&, Suitst, Volo and Yuba Marla, Mendocino, San ft&nclaeo +f r Cumatios 11.13 .71 1.S4 .61 and Sonora Counties 11.73 1.96S 1.SO 1.17 .15 &44 Pranciaco County 11.75 .10 1.90 .4) San &enito and dents Clot& #64 Mateo County ' 7.72 .40 .00 1.50 .015 Counties 14.1; .14 1.65 .14 ^ Del Mals, Nomooldt, Leases San $%too County 11.74 1.05 1.05 1.10 .23 ins tt4u9thwastolp boil), Marie, Aipins, Am"m fSouthern IIYAAi Moduo. Nees. &bolt&, pottlon of Cafuntyl, 0utto, &1abiyuu, Solara, sorase, C&iaysrao, C?otuas, ►roan, ToAass and Ttinity Countlsa tett t0 .60 1.11 .61 Gionn. Sims, Lassen, Madera, Mariposa, flatted, otontoieos I4arlµo&s, Molted, IlWoc, &M tuulua+e Counties 9.06 t; 1.15 1.20 Monterey, Plusaa. San Joaquin, PCAOTSAIuns' TtpMntASn Santa Crus, dnaeta, Slott&, Ahold& and Contra !Late stssiyou, stanislaus, Suttot, t � Counties 0.41 .60 1.16 Taho", Itinity. Tula s, Rosa, Ninto and Na4014 Tuot4eno and Yuba Counties 12.60 1.11 2.00 .10 Cuunties 0.g0 .00 1.46 Lake. Map& &nd Solanu Counties 13.11 x.11 2.31 I6 . l 1 , , , r 1 ''t • ` 4 1111.., t .. f9p94A1 99011114, VOL 42, NO. 76-441DAY, Aflll 37, 197? �.,.�ast�.+�rrr�4/�nr ser�wesssrr�w&w+r.r■e�rswr�wu•1erSl�s1� t1r.0 tS ftNt tt0. CA77-S0)S tngt t3 DMISUM W. CAI?-SO)S Palo ll r,l.re lr.,lift re,.•rwfr hilt Awrir rtlaie S.welttt ta7.twtt M.nlr rl.t.11r. i R.t.. N i/ Peatt.wr V.r.11e4 •.Vol Mt•rir Aft,. Tr. R.bt M 0/ P-010.0V.t.deo .wd/ar ♦ 7 I. RoltrrAll poorr'ASt (Cont'dl Alatattdn nn4 Contra Costa Countte ApAlrtc, fact Amonto and 1`0I0 Po-')frrn f 10,1'4 1 1,17 i 1.10 •40 .04 cnuntIfe /static tinrk.rnt Rettl«rn Pcof•rs Niat., file AMA Il k•ttl•a w/o prrnl,n) II,19 1.17 1.10 i0 .04 c*,.(.4altfnnf ! 2d.tt i I.di r t.10 11.00 .07 oitutwaaticl rnaTri«rnl tip— rnsmelet and titch lt.il 1,01 1.10 1.00 .07 vuriry,nrnr Cn.ni TAr built up I1.94 1.11 1.10 .40 .04 Sen B.nito enA canto Clara Alpin•, Calrv.r.A, KArltw)nA, Cluntlra M«cr•d, Snn .loaquln, 6Untalava Prrofrrao Petlle It kottlol 10.10 .i5 1.13 1 and TUokr p Count ten slirm mcm, wuppr."t nt.nt«ra (Stmt, M. )kleln.ds, Contra Clots, ItArs � cowtl.,a(ti"n and truth up) 11111 ,0,! .it and Snlano (7nunttes 11.35 ,t! 1.T5 111 ,Ot feit Nar;htn« {1i,•rAt'3r It.ii .g! .67 Alptne, Calavetas and t Butte, Coto+., ci ikltado, San .toa+loin Cauntles 11,77 ./! 1.4! .Ol i;l•nn1 Loo'A«n, W"inc, riacet, ilraadoz, Putti, CnlUaa, rLr.wa, 9hAlta, Strcra, at potedo. then", /wanes, Alattiym), Sutter, T•ha"A, M.eocis, Ptocer, ►lustas. Trinity And tots Coontl•o 4 i Sacraa.entn, Ishosta, Ri►ora, s,r,fare 11.49 .0,S .40 duttet, venoms, Tofo and Prean", lion., %AAaro SO tuna cotmtloe 11.00, .44 1.41 tH Titan tv""ttos hatatvaa. 00101ca01. 0tsnLslavo Z lo-lots 11.13 .1! .!0 and TtrOIWM* cm"tifs b►s, hat in. oft nA(rlteo, P.po, rtontstar, Dan Bonito, fonts 0 F,la"n 4n4 boo- 0ot"ttos Vats an• fonts crus enuattes 11.15 34e,4/ IMS 1.1111 atnf.ta I9.11 .t5 t.1/ 1.41 ,Bi tool M,rta, 0vAilmoldt, I400, �1 hsetlr •ttastat Rsttl•asn Turin, ttenA*>rclnn, !on iYiti It aettias wfa hrapsl It.)# H t.J! l.iJ .i! trencfeco, Soromom snol Sit,naetiet A.ewelerat vire- Tr fatty crounttae 1J.S! !! IM .12 wtsmsras ct.al tar yarn 11.11 311 l.J! 1.43 .11 Den Matta County 13.13 ./! 1.11 .11 Post 1611t• e•Mt flutttrnidt "odne and 0teaiyou tSotsntite 10,165 ,51 .11 .035 CtvntIts ttoeno, Rings, Ms0to and Par,fers 10.17 40 .15 ,15 Tuisre counttef 11.71 ,11 l.11 .01 wrotsrAy and fonts rout } t CountI*a Uoolots 10.75 Ban fcanclato and Iran PAteo eountlea Rcrof.re 10.0,3 ,i1 I.IS I.10 .Oi Ktstic ttutkota and fottleteen t3 katttsal witnout pump. 11.11 .i1 1.11 I.1! !i •tt"Ostict inasslorrj ♦t}ewtsppatat Cost tat ' I �}i 11014AI RIOIST11, VOL 42, NO. 14- 440AY, A!IM 12, 1 ill •^t GCCIS1001 NQ. CA17-5419 01111:161001 MD., CA77-30)9 Page 15 Pogo t ' v ^- hiaie luilHa tvr,arat♦ meta lraatl$Patera$, !#cit basit i Moody Elvcstiaa N#r,lr El+citi►a sacra N 1 M Pra,iaac Yacanaa ia,i/a, Reiss N 1 i P44640s Yic sties ia4/ar MUM W.O t"i sOfT t1CYW lAYf7t91 Al&av,da, CacrtrA Caata, Dal Atpine,.Asudnr, iuttO, i Ibcta, W,ahuldt, L&ki, Calsveru, CtuIusA, it lk,uJu, Matin, Msadocino, baps, Glenn, iaraan ieacludlny San irancisco, San Mateo, lc,r,ay tat* Ats&). NrtCed &latiyou, Solana, Sonosw least of San Jcuarluin rivarl, and trinlly counties ! 11.02 3 1.44 .9l fI.08 Plume*, Tan Joayoln, Shoals, butte, Coluaa, ti Dulado, !&C(Adento, 1tlnla)aUi, Suttet, Tshae,a, ?tinily, F Glenn, Lassen, MD4,x:, Tuolusna, Yalu ♦nd YUGa i 9acra•ento, Shasta, rlairs, Counties and twat portions Sutter, Tehama, Yalu and of bl pocadu, Nevada, Placer Yuba Counties 11.60 ,60 .90 .23 i No Start* Ouontlea (eAcludirv) tfLR SMUSI tate Tah.ta Area) (< 10.2) .10 f 1.15 11.00 ,#0 Alaov4s, butte, Colo*&, 6ioerey tats Ara& &nd L*is Conlca costs, i1s1 Mutts, Tanw As as 11.63 .70 ,20 91 Outodo, Glenn, Mustwidt, Alardi, Carllca Caala, Late,, lake, Lassen, Matin, , Msrin, Mon.twiru, Ms(ced, Mvndocina, wxiiucr Mapa, sarnlesey, Maps, San bonito, f Nevada, Placer, tlunaa, San itancleco, San lfateo, Sacra# Pl ebinito, Sans♦ class, bots OWN, San ftsnctsco. San Mateo. Salara, OVA S.ur as Counties 11.16 .60 1.00 0 #0 Sants Clara. Shasta, Sierra, !►rlMitJ'al FirTrAst 51*ityou, Solana, Somme, Alaa.ds, ticnlr& Cost&, Maris, butts(, TOM". trinity, slap,, son ttatwlso,, son Tata an4 Yuba Countios 12.40 ,96 1.10 1.40 acs Mateo, sante Cl&r&, Sularw Alpine, Ataados, Calave(ae, and S+Wt,W& Ct)unti*s 13.51 .Ss .60 93 San Josyuin, Sl*nislaus en4 bassainir►2 Gxmtles 14.62 .40 .09 .04 Ttwlu*nr Cauatle,a 11.27 .63 .30 1.08 MAWI r sIs /'rrstw, sings, lbdet&, . Al#sr•da 64H1 Cxtntra wet& Mariposa, Mstced and Tulare, Cixtnttoo 11.10 1.232.19 .145 Cuuntlea 6.60 1.60 30 Dal Pitts &so MuNAul4t i Muntste,y and Tanta Ctus Counties 11.64 ' U t.#2 ,OS Countito #1.63 1.01 .63 i . a,- �'"� MARAL REGISTER, Vol. 42, No, 76-fR10AY, AtRil 22, 1077 , f 4 14 VM1510" NO. 0177-50)9 Fage 17 WISICH Ho. CA77-5019 tags 11 PAID IMI_DAY9t iia{t f+trls 0aa•llls friar• R-Nev Y�at'e Dayi P-Meenrial DAyt C-Indnp.ndence Dayt It••di 9 Ltrnaa IT-Labor DAyI r-Th4rtkx71vl47 Deyt F-Cbr lntMa Day- Rats: N t 0 fe+*lar• Yrrsiis• rwlfrr t/IRARF7l.; A►►r,It. t'VMfK.Frr:.^,r •. F.o+loyer contrlbuten 41 of basic hourly tate for over S years' I Group 1 9 0.745 t 1.00 1 1.70 1. .90 I .10 setvice, and 21 of baalc Irnurly rate for 5 w3nthe to S years ctonp Its) 0.32 1.00 1.70 .90 .i0 as Vacation Pay Ctedtt. ttla Paid Killdayst A through f. Group I(b) 0.715 1.00 1.70 .40 .10 Gtoup llcl 0.305 1.00 1.70 .90 .10 r- b. faployer cvntributen 5.12 r«r hour tnlloliday fund plus t.l) Grrntp 1(6) 0.205 1.00 1.70 .10 .10 Per t>rrur to vacation Fund f„r the first y►er of esploywanti Group i(e) 0.045 1.00 1.70 .10 1.10 1 yo at but lens than 5 ye ata 7.)) pet hour to Vacation Fundi Croup Iif7 1.015 1.00 1.70 .90 ?r :10 5 year# but lase than 10 years $.4) pat Mur to Vacation fund► Croup 1 0.145 1,00 1.70 Art .10 over to years 0,5) pet bout to Vacation fund. Croup 3 0.005 I,eo 1.70 .90 .14 • 1 C. Mployet contributes 1.10 pit Mout tot the first tiva Vests of coploywantr After five years 11.03 per hour to Vaeatlon and poltday 04neftts. f.A1t"S tcunnitol croup It 0.755 1.00 1.70 .90 .10 croup 1t 0.105 1.00 1.70 .90 .10 croup )t 0.045 I.OQ 1.70 !0 .10 tAX00 10 t (Tueeal s"A /haft work) r Group 1 9.0411 1.00 1.70 .90 .10 Group 1 9.5115 1.00 1.70 .99 .10. ctoup 7 9.175 1.00 1.70 .90 .1! Group 4 9.1}S 1.00 N 1.70 •.90 .10 t.Al1ORERO ' (M(ecRfny work) ( Croup 1 0.its' 1.00 1.70 .90 .10 t Group 1 0.10} 1.N 1.14 .90 .10 i c4oup 1 0.04} 1.00 1.70 1 , FEDERAL REGISTIR. VOL. 42, NO. 11-fAIDAY, AfRlt 22, 1#11 t t Nxif 0. CA77-4011 page It tags 20 1, OLC131604 40. CA77^9034 SJ4XktPJtB t.AWkEAS (Cont'di C Group It Asphalt Itonars and Rak*ras Sarko, wacker find stella: Group Itdlt Sepair Trackman and road bad$ (cut and cover work typo taape ul Suggymu)tief 4Talnsaw, toilet, logloadoc and of subway atter the tespoesty cover has Wan placed! bucket► Cospactots of all tylmss Concrete and ruyneaits sister l/I yard and undatt Concrete pan wutkl Conctats save Concrete Group 1!e!t trbacera on yoneca! cunstructlon work on or !n sandatt Ctit"t and/pc abotln9r Cut gionito curb settors I•urs bell hot* testings and shaft caiseCas Sllp ttfrmal Green cuttets, Y#adarboardae», kuba*tters, Alignsral Jackhamoot oletatotar Jacking of pipe over 12 lnch$sl 1 Group efs' Contra Costa County layerOnly$ endoplasts, Caulkers, Jackson " similar tyle Compactorsl Bfittt*asn, Potaen and son Mandsce, tipewtappere, oJol t Layers find Plastic of otma, t &jVI'rirrl r■{halt, ;ay-[old, creosote, liar, crustlC and a1m114C erraaure tip• Teetfc, no , Pre pipe and ao getter of alms type matotiaist tagging, shestiny, whaling, btacking, tt*nch- itx 1uJiny repair of vol4a, Precast /tanttote Petters, Cast in Sacking, Mand-guided layglnyArawatt wgnealte, ela,tyrasln, place, k•tnholo tots setters tibetylass, and mastic workers !wt or dryii frveaent 13168,54ers and spaMets, including tout ytinJttl tlpelayers, caulkara, bsndeta, Group 2t Asphalt sAovalerts Cement dumpers find handling dry cement plpew(ril"Ca, crutdult layers, Plastic plpelayetas toot hole or gypsual Ciwk rostter and Plgg$r (cleating wufk)l Concrete Atyyets - slit, gee and elactricl tower blow awespars) power bucket bum{et and Chuteman# tonctstm Chipplag And Grinding# ta+Rals of all types (aacept as shown In Gsoup 211 nus met gun Concrete LoWsets Iwot of Agril Drills('a M$linct Chuck TsndAtl snA stud guns Tiptop-stonspayst ane tact-sting$t, including placing Mutaleman, adductors# Mydrautto ltxtitot lover 100 lbs pgoasuffilI of sacked ctutctete snd/oc *and Twat of dryll ttotary acafitlec, Wading and unloading, catryiop and handilnq at all cods and multiple head ttiurcrete chippert Davis tgrombet - 100 of similar l mAtaciaio tot use in reintorctty conctets conattuctlont tittsbutgh type (and all small tcenctiffals Auto ant pitch witchl Mato_ Chipper, and simtlat type Stull Ahied4sret Slopers Binglatoot, ttllael saniblastets, tutmon, Gorman, Massismans Signalling and band hold, pneumatic tampetf All pneumatic, mgt, gas, and electric litggingi Trak Cleanolof T(ee climber/ Vibra-aceesd - Sall (lost t toolal jacking of pipe on4ef 12 inches in connactton with laborers' wutts Vibrotocal gk i-pak-it machines Nigh pressures blues pipe itis' or over, trip lbs. pfsaaute at over)# Gcwp It All cleanup ruck of debris, gtowtds aged buildings incitiding Sydio Leedet and similes typal laser beam In Connection with but not ltsitsd�to street clea"cal Cleaitrty and washing windwal tabotera' work Construction &wrote inctuding bctdvo arrd gsaerel labotetsf Oumpwun, ivad spattegf tire W4tchars Street Clean*rst Gardeners, Gtaup halt Joy brill ktdel ?W-2At GsrMast-Urnver M9441 DIU1) Nurticaitucal and landacaps iabotatal Jftttingg Llmbetel $rush &hd similar type drillgs Track drilletst Jack leg ACillotat lnadetas Pilots, ao$ntdnancs landscape laburete oo nwr consttwctionl ptt:xrl driilatai Wagon 4titietat emchamical 4fillato - all Maintonanca, kepalr Tiockman and i1a64 bade# litreatcaf and 441194144 trpea favorite$$ art type or msthod of power! Multiple uatt conetcuction Tie" Laboregal Tempotaty air ant water lines, Victaulio dtilfal Slasteve marl towdstmsns All wort at loading, placing, at simiiart Twi Coca attenAagts fence Mrectugal Gaatdroit steclotes tr1 af& blotting of all twvodoc find estplasives at tslatevet type to- ♦ pavement tta(ker$ ibattun *#%total i�^n grodiees of feat"'used lot such loadlsp OW placing) Nigh scalers fin:ludlny 4filltng at wmit Tref, tappet# Sit 4tinde4 I ' LASi0ltSltB fitauf I;al r hewer Clea»aft ;Gwutlu3 ticoup i;cit Sutnitg and Welding Is Mot%iaman (lacludifty Garman, totatan)i iotistrni Gcoundsan Group if lial+aundaan Group It Genagal Laborers t' �' 1 •t ''+ t �t 1, ,r �r ti.1 t fEOitAt iiRtiiEi, VOt. AJ, NO. 74---ftiOAY, Attie 31, 1977 OtCI510N M0. CA77-5019 rave 11 OYCtsloti No. CA77-5071 logo 22 LAnc+rfns (hinnel and Shaft Mark) f rltjje!•0eritt 1010,0-H Ctavp 11 nfAar)nA orltlrri f:ro+jnAeAnj r;unito of bhntcrcte tai:ale- it ' Mint Adim.ni Shaft Mott mnr NAIAe (hell)- actual Or ttrAVrttd rrarr:A rVotrilimr orr"Tt7A51 M•erly -� C4r0t1:e rlt-Rind level) UnT,UGIr$G I Itsi*a fi t 9 ♦whoa- Y0tolloo 0.9/01 , S0K.1ULtt i AMt. 11• Group 2t nit Ctinti-ri nrAAtetj Milltte, rawdetsrn-heAAingj a+ttty CIAMnjil:j.i At1D OlifT,A DrjtU4IP!C llckermen - vhrte car iA llftodi Concrete rinlnhtr In Tunnolj Con- ttMr Contttsstlianl Crete scrod rini (:sm)t runpmmn mmA rntmAnt runite And shotrreto ' Gunarn and rotm-nj PoA•.i-ti„nj Nigh rro+Auto flottltn0ni klntre Tunnel, inciuAln7 tip And t"ttom non on shalt orwl role* wrkt hrtgemani heckhandi Iiteiunr Nipper rbttlonin nn mllick linot SAndhtantet-pntwen (work assign- oiler went InterchangeAhl-f me-1 rotor saiyots anA setters$ TinborwAn, AICA 1 14.21 1 1.070 f 1.70 .00 .14 Aotiaf*otwan - wc"I of stool or substitute materials thetttorol Alta 1 1.13 1,07• 1.70 All .14 Tuggor Atea 1 1.41 1.070 1.74 00 .14 Area 4 1.01 1.07- 1.70 .40 .14 Group 11 Cahlet-mi-rj Mockte.ndo rl t'o-dernAn-ptimor house$ Vibrator- Own, ibratorsten, F4vtaont hte4ket0 Group-21 Dock tnginetrat rjeck Mott Group 4t null r.Ang - puck-te, Ttack,.-nj Concrete Crew - include* Area 1 9.91 1.07- 1.71 . .00 .14 toddinq and %preadingt bump,:en (any orthodti Gtaut Clow? Ito- Alto 1 11.70 1.07• 1.70 .00 .14 boundwenj Swsuptr Arta 1 IL 03 1.07- 1.70 .10 .114 Area 4 11.31 1.07• 1.71 .00 .14 S,Al50tr?S SrnuC ), t tMtocking tlota) welder) Mechanic tttlttrt Match f gtnttr Oteup 1! Aa(ilrA wrecker Iteav+ving and Salvaging of Sash, windows, Ar** 1 19.31 1.010 1.70 .00 .14 Awr at 9lutrting ane electric flatutte Ate* 1 11.13 1.010 1.74 .00 .114 .tZ Arts 7 11.4) 1.010 1.14 .t9 .14 i Q 910ull 3! 4401-tkititd "treat# loolrgleg at other bulidieg aststialsi Are* 4 j 11.71 1.07• 1.71 .10 .114 i Cteup 3r Otnsrei t.4bortr tinelladte all eie0wep wet. ie44ireg, Group a1 , luolhort loading and turning of debtlsl Claaahtll operator (w0 to and ineluding 7 cu, yes. tt.t.c.titAM •otf41!411 Arta L 11.01 1.010 1.e* .14 .14 Also 1 111.41 1.110 1.10 .00 .10 Acta l 11.14 1.016 1.11 .40 .14 Ates 4 13.41 1.016 1.71 .11 .14 Gtoup 4-A! Ciaarhttl operator (over 1 cu. yea. a.r.c.Ilrnlg i iooa 0ay1 ' Ares l 1t.H 1.116 " Ates 1 11.13 1.076 1.74 .11 .14 Area 3 13x1 1.916 1.76 .40 .14 t (� Ares 4 1 13.46 1.010 1.70 .11 .14 flO1AAt A0Olf71A, Vol. 42, NO. 71--fAi4AY, APA(t 2t. 1971 DEC1910" "G. CA77-5019 Fa ! D4Ctt CA11-5619 9fye 21 a' C ! ^1111 Frbp 4nsIW Parwaala Fris4s lrsshrt trr�s.+a Marrft EIrt+Ilan TCN f6ATS (0ca i Na�,(r Ei+:srias `� ng)+ Mslea N l 91 Fss+ia•a Yst+Nss PGWC% rQOIPHIXr OPL7LAWRS (Cont' ) Nets$ "1 IN Fanlssr yaw's4 settaot4 on sail-ptapsltd veas43s A►t�• Tr. Yitl?GIMI: A►fir. Tr, (facef+t akltLs pt.vated by out- tlCMCII"UIS 11 Wald nutors) snga9ad Iti tavtog t1•f+lAt+Llf. Str_YIt1+t OkLtaC.1M: AND end st,lttinq oL botgas, vt:aaale ALL (MI'llll+ CIAM IffJ.1. A1411 0111" and water LOtns craft In the1*��t� ttsnaWcutatlan by vatsr of pecsonnal, malarlals, equipment Grow AJ, and supplies /4rycau11+ I*ckhandl (avis- handl ritss4n) Oiler 0aekhand/tuenartict Arts l > 4,21 ! 1,07. 4 ►.7! .!4 .11 Ates 1 { 1171 .61 ! 1,6L 71.1! Use 2 1.11 1.07• 1.79 .14 .14 Ate* 2 Ii.i3 i9 1.61 3.16 Area 1 9.19 1.07• 1.76 .14 .14 Arta 2 !4.74 .61 1161 1.11 Alas 4 1.67 1.07• 1.16 .10 .14 Arsa 1 1 .11 {9 1.61 1.11 (Operator Mechanic/Match Grnu+ A_tl ltnginss[ Yinch&sn (stain winch on 4144 1 11.71 .96 1.16 1.15 dr041611 Doc►&ate! 0sck Area 2 11.21 16 1.16 1.11 ttnfinest , IA444 1 11.110 .96 1.16 1.35 Arse 1 9.24 1.07• 1.76 .40 1! Ara& 4 11.711 .96 1.16 1.1! Use a IQ 4S 1.07• 1.16 .40 .14 Area 1 14.14 1.47• 1.16 40 i3! 6utldlnq Ano Wary Cot+atructlon Area 1 10.60 1.07• l.l! 10 .14 TOW "to Cwn., A 1 (Walk on sslf•pr094lled r veaaela► Match r w1"401 i W idea i wt Oqltatars 14.75 .fi /.16 1.15 .�. Me1Jet mechanic ate• 1 9.41 1.07• 1.74 .40 li NOOTraOT(9t Arts 2 10.74 1.07• 1.74 .60 •14 jwt Cinttrt de0ijoattdr City W 16 of G IVA. 1tet+cisc , area ] IO.fi 1.07• 1.74 .14 .1/ O 1,07+ 1.76 .60 .14 Sacramento end ltackton, Calitog4 /a Grua A l� Atsa I - up to 20 load &ties taw ea(d Gn t4. Ate& 2 - lata than 20 toad &ilea o aAd WA tudiap 11 rood Oil s heveleant Clamsholk optratott tao& said Centats. ire• 1 10,69 1.47• 1.76 .60 14 Area ) - Q1t4LJs of 10 rood miles frsO eat "%Lot& ata& 2 11.54 1.01• 1.76 .60 ,14 Arse 4 - An area astandiny 2% t sites t "at*l int of Ares 1 11.62 1.01• 3.78 ,4o .14 /mks Tahoe. Area 1 12.61 1.47• 1.76 .60 .14 •Include• 7.24 per hour to Psnst d llealti and No 11 tt Yund. 1 t, + , ate, FEOERAt MEGIMI, VOL 42, NO. 74--4*1UAY, A1Ril Sy, 1977 OICISION Nb. CA77-5031 tag• 25 DnCISIM it). CA77-5011 Page 2e - "F..R IVUll'MFNT OTMATOIL1 friltdrivIns) ' /rlwr.fl.wwlllt Parrwwnll 6. 4 Group it Anstotant to rnglnetr trirtarnt Offer, Orekhsrv3) H•v,fr E4vnrbw Rel.• Nle ►antbw( Ver.11(n t.4/t1 Aryr.tr. Group I-At Cnnptrs*ot (4ttat0f . Group 1-111 Truck Cron# Gilt( f'ONUt FVU1PMtNT OPMATIM; trlledriving) Croup 71 hiller Mist thotstinl anterial only) Group 1 4.74 s 1.35' 1 2.00 .10 .24 Croup 2-A1 Cnnptesaot Operator 0-711 Generator (100 R.M. or ovrlf Group Its) 1.11 6)S• 1,00 .90 .24 pump (2_711 w*iA1nl ftnchine 12-7)(rowred othkr then by etrctrictty) Group 11b) 1.26 1.35, 1.00 .10 .24 Ctoup 2 1.41 1.35• 2,00 f0 .24 Ctoup 31 tick rolineorr Pork Llftr A-rrsaer Solt-ptopotled Boos Group Zia) 10.)0 1.35 1.00 .10 .24 type .lifting devlct Group 3 10.40 List 1.00 .90 .24 Group Its) 10.1s 1.35' 2.00 110 .24 ' Group 3-Al Mwsvy Duty atpelraan and/or Molder Croup 4 11.33 1.1151 2.00 .90 .24 Group S 11.44 1.315 1.00 .90 .24 Group 41 optrating tn71nee1 in lieu of Araistant to rnglneet alncludrr 1.13 per hour to renal led Mesltl and Mel a[a /vmi. Terwitnl Notley or Coq,rrssor attached to crane H ledtivrtr tperelOC of flttAtivinl Rtlar Slim of rloottng and Verrick vargoat Opetator of Oftatl of Gallottne powered Crone rlledrivsr (W/O bollec) up to and including I cu. y4.1 ?tuck crafts, up to and taciadtng 1S tons hoisting leeterlal only ' t Croup 11 ckerstor of Mortal or Gasoline povettd crane rtledtiver t (w/o botitt) over f cu. yd.t "rotor of Crans tv/•teat(, flash boiler, prop or coapreronr attachtdlr oprrator of ateaa Pewted t ecavtec of Univoloal type driver iffaysxtd or atattac typo)F ituek Crone, over 15 tone Misting Mistrial oc perfuming }tt.dtWINN work ! �� • , 1. 1M 0 t s { 1 lE0E10141t REt3FSiER, Vol, 42, NCWfRi0441', AtrRit =2r 1977 ' + I " - W1111Orl NO. CA71-5019 fags it ONCIi MO.• CA77-5010 � lege 27 , r PONt7t tQUIPKM OPCAAi+DCl AREAS t and III • Group 1► Assistant* to engineers Ibtakemon► fireeant Heavy Duty Repairman b•,is {•►(c f,i.1•ts••itts t•rw•st! belpetl Oileri Deckhandt Stgnalstanl Switchmans Tat Pot Fictman)r Partrman INeavy Duty Repair bhop parts tooml , mostly M•w!r E4resth• {•l•, {slot M t t! P••tiu►+ vocalise 164/01 Group Is' Compteaaot Opaistot s Concrete miser (up to and including 1 yardl l PatifJl 00411PMOt!OpOtA1t1NS App. To. Canvsyot Obit Opetatoc (tunnel): fireman clot Plants Mydraulici Monitor! hMA I ARBA 2 mechanical Conveyor thandling building asteriels►l Mleec Box Operator (concrats plantlt Pump Ot+atatott Spreader Women (r tit ocided6l i Tat ' Pat fireman (power agitated) Group It 1 6.14 010.10 0 1,)56 1 2.00 .10 .24 Group 1s boa Operator ibunkeril Nalicoptet Oadioean laignalaants Motor- Catsup, 21 , 1.04 10.45 t.iS• 2.00 .90 .14 mans tocUntivel 011ar► Noss Catriac Iconattuctlon Sob aitall Notomist . Group tt 1.20 10.66 L.)So 2.00 .10 .24 Opetatocl Scnedean litacept asphaltic concrete pavinq)s Salt-pcopetied, Ctoup 41 6.11 11.11 1.156 2.00 10 .14 autooatically applied concrete curing stachins ton btleets, highways, ' Group $s 10.01 11.41 1.156 2.00 .10 .24 airports and canats)s !:inching Machina I"asieue digging capacity 3 64 re* to ' 16.17 ti.S7 1.3i6 1.00 .00 .24 it. depthil Tugger motet. single drums Truck Cgefte Otter iks*p 14 10.11 ti.12 1.15{ 1.00 .00 .24 Ceoup 11 10.72 12.11 1.)S6 2,00 .90 .24 Groep 41 ballast Jack Tampetr ballast tlequlatotl Oali•st Tamper Matti- Croup 0a •• 10.94 11.14 1.31+ , 2.00 .00 .24 pucpaael bosean (aspMit piant)l Stavatot Operator itnaide)s rose b/tt Croup 1st 11.16 11.54 1.15+ 1.00 .00 .24 cc Walter Stacker (construction toot site!l bine water, Lubrication and Clasp i4-il ' 16.65 11.45 1.15• 2.00 .10 .24 Service "linear ieobtle and grease reck)l material hoist (I dcuell GtO+►p 11► , 11.42 11.47 1.15T 2.00 .10 .24 thuttlecacl tis 0pacert Towermoblle Cccwp )1-A$ 12.49 11.% 1.116 1.00 .10 .24 t Group 11-64 12.77 ICU 1.356 1.00 .00 .24 Group St Compresaot operator 12 to 711 Concrete *fast* (over i yardtl , Croup lt-Cs 11.07 14.5% 1.114, 2.00 .90 .24 Ccucrets turps or tuepcgete G"41 Generators (140 O.M. as ovsrll Grouting Machines pleat-weld (air-opetatesili lumps 11 to 7)t liuiding 4,16clu4ts 0.11 per boar to Nachansa (powered other than by electtictty) (2 to It hnataned taatth'and 141tacs fund. ^ aroup tl NUI bibs Road tactor of simllarl boar Trttak ac Gual lurpo*s b-Plass Taw*) Coltcrets batch ►iants (wet or dcyll Concleta Sark (sell- n propelled v44t) on atir"to. hlglwAys. ticisorte and canatsl 0t111inq stut Boring 611 Machinery, vertical and hosisontal (not to apply to wetarl(narb, wagon N drills at jactharers)i Gcsdesettec. Grade Checker aaecbanic01 of athec- I , wleslt Nlghlitte Cableway Signatmani locumotives istedm or over 10 tons) Maginnis Internal Voll blab hlibtator lost airport*. bighways, canals a44 waceboussell mechanical faniabers iconcrdtel is ary, Jabnsoo, bidwell c imine Deck of stsilat typealr Ntchanical buss, Curb and/at Curb and ' % ! Gutter l"Ch4e s. cwwgoty cc Asphalt) Pact*bly Ccushetl Poet Oliver #' , IN-ISSO and sisitetiI Rorer Jumbo Operatic (tutting slip togas, etc. I It +,o` to tunnalell bollet) Scssedmaa (Msbet-Gcrene and slmitact (asphaltic t• ,'; '• ,'i ' concrete pavinyll Stat-pcopelled Cospactoc Wools enginelI Selt-propelled tipetine tkappinq Machin:, fer4utt. CNC. at stellar typvslt blip roans , # lumpS (Ititing device lar cotuerete toreali S*rl1 btlbbsc Tirtd Tgectorat r' s, t Surface Necker 0. .. .� t, til. •` � t ' i•` �...:,t � y 1. , "` • i • r S•` a y •fE0E1A4 PEGIS1111, VOL. 41. NO, 76•-f1IDAV. AN14 32. 1977 l' i or.Cleloll ►a. CI{77-503i rage 19 DCCISt01# NO. CA77-3079 Page 30 PONI:R Ilpuit4IrlIT o1-rohmns (Cnnt'd) IAIMA" 1 and t i) POWER ilp1111111»IT 01 rRAM118 (Chattel I (ARd64 I and II) Classes 71 Concrete Cnnvryor Of Conclele Pump. Truck of rqulpment m anted (fKw:vm I"ngth to applyll Canrrete Crapveyort buildlnq slteg b.ck Englnreess Croup 10-Ae Verkhor (lbydrhbblle) lisp to and (neludlety 1 rte. yd4, w.r.e.11 Dual arum Misprl rtollor esrnynn Pump and alellhr tM.41 Mostly Older Rackhor (rat+lel sup to and Including 1 cut. yd. m.f.c.11 Comeilnsttan Back- lot aimifaf)g fly-1tA-Ie1mmer Inc 81011Aflf foat.rlal hoist 12 of Pimp drumell haw and fish-let atver 1/2 cu. yd. mtr.c.le Crbntlnunun Flight Tie Places Mrrhnn)ral rinlstlrrs fit 6ptpa,irr llirlbinp ferplmlt, oArber-raprne And Miller lisp to And including 1 run. yen.) fetant a}.tachpoll Cranes (not over nlurllsr)l fUnp at so,aft tins-ti I "iaett-oMirl Pavepwrot Dressier RroAker with of 25 Conn, IlhmeerheAA And Gantry)l Grade.-alla fill$ to And Including l cu { without CriaTepssor Cnolsinnlioni Pevertent Ilreak.r, truck anurntod yd•11 rowor Sltnvp#r, Clheglbrtlls. IrtAgllnes, lull In anti Including 1 cu. yds. with Copplensot Ctr.ttlnatlhn{ $,lite aendlnq M\rhlne Iplpellnen a\lylt m.r.e.II Pnwec Rlado lainglp rnglnelI Self-propelled "leo-ty1N Lifting ripe Charting /t.trhlno Itra:tot prnpellyd and huppbrlpA►e Pipe•Mrapping irvlee (center mnttat) favor 10 tannll Split-pcopetted Mfa-type Lifting Ilirloine Itrncthr prhlwi lyd Anti supp-nttr,t)t arttinrratlon Plante Roller bevlce icenter mount) (liver 15 lona) Operator (flvul.h Asphalt Is self-propelled bona type Sitting device (center mountl (16 trivia or Inns H.D.C.)j Relf-propolird rlevatlnq Grade plan.) Croup ill A,rlhsstic Cnnctrttt Blip rorty, raved Aulnasllc VallfahJ Cat %lushot operatert Small Trartrir Iwlth tvtaml Roll Tester) Truck type IeAdor iArmper# Canal rl"gpt Drain Racktlllrrt Canal Trluares Canny Ttimmer v/dltchinq attArfemonter Ccanes lover 25 tans up 1n and 1nrludlnli IPS Cfrnrp fit Atmar-Cnatrt for slmllatis Arphatt dant rn4inrort Chat-111-place Irn\a►l Continuous plight Tip Rack Augor avet l Cu. yd. (Including ernnell Pipe Wylnq K\Chinrt Ceaalbinat.ion Mu.:hef Anti Motor Operstore Concrota Devitt Travelift 650-A-1 or stellar 165 tons or Ovalle Illyhllnp Cableway Patch Plant lumrltlptlr unitslr lv+rere He4ding Rhlrld ilperatote Heavy Duty favor S tonsil loadpr lover 6 yAA., up to and Including 1.1 cu. Ida.II Power RrpalceA" an-1/ot W-Mors Pen i'"I Wichlne ler slmllacll Kalish" 19111derl ' Blade (aultl-orninvir rover ltlotweln, Clamshells. Veagltnea, llseeshoea, lnnAof lap In 2 ydnl t Iw-ritanlrml Ttpnrlf Rllleldl rortable Crunhing and Grad!-411% favor 1 yd. and fop to and tnrludi"7 7 cu. yes. w.r.C11 Rubber- u Scteenlrn $,telling Push Cate thild-pt Tlrod rarth-avwing rqulpmpnt Sup tired earth shriving machines Imulttple propulsion etwer ualts site two to and Inelwllnq 65 cu. yda) •steuck" m.r.c.) ruclida, T-rulll, OW-10# 10s or more seraperal (Up to and Including 7S au. yds. •struck• ■.r.e.11 Still- 21, a"4 Olmliatt pulse,., Tired aired self-propelled Covpactot with tfoterl propelled Compactor (with wuttiple propulvelon Palette unittell angle eMlee sheepfr*ntt Ttwt•of skldtior Inprbl-er tired or similar ttquipmevitll Tractor Kubbor-tIced rartheewing Machines With tandem aecaptttal$ Blip form df Awn rrfarpii Tractor Trpnchlnq Iraclulnpt Tel-batch Favors Tunnel Photo raver fcancrete or asphaltle Tandem CAtet lb\gt Ctaf»e M)bllel Trencher Baring tlarhlnpt woldprl un•wfA-misar land other stellar Pugmlll equlpmentl (Polling attached shield)I Universal Llebhet and Towel Cranes land similar t , typos)) wheel rseavator (up to and including 730 Cu. yd.pet bmrl gletltler t Occur 6r Canal finger Dteln nlggprl ChIcagB a Mm I Combination Motor Crane lover 19 tonal I Z and Cewreessae lganitell CoMllnatlon Blurry River and/or Closeness Nlghline ! U4 , Csbloway 15 tons anA unAprlt Lull Iit-Litt at similar IID ft. of Ovalle 1110111111119 Croup IL-As Band Magone•lin conjunction with wool Lseavatorlt Creme, Machine ftubllar tire, fell or track tyris►1 Teactot tetter be") 10-6 or (Mist 113 tonsil lender (over 11 cu. feats up to use Including 1B M. lis.#% •l 1• ' larger and slmllostl Mor #hovels and blagllnea lover 7 cu, yds., 0,#,e.It Rabbet Tiled Mill- t i ' purpose Earth Movlrg Machine 11 units over iS ale. res. •stile!• m.t.m:ll Croup IRs Vtvm-lyre backfilling Machine# Bridge Crertme Gey-tit) let West Lacavatet (Mer 7So ea. Ids. for hour) u 410114/11 Chemical Grrlltlnq fisrhlnpr Conshlnattan Backbm and treader 11 ' IUP to anti Ineludlnq 1/2 cu. yd. m.c.c.lf bwttlees 11 Operators required Croup It-so leader lover 10 cu. yda.) 1 Mien Owing tngino fraabtp from hol4tlt Otttrfek Rargee lereept mseevstlon work)# M-Mar Inedprt M1ams 1:ipgr4aog# Llovesting Cradeel (Navy Duty Croup 11-Ce opeteetoc of Netienpter tube" used to election ltsebll Eensta Votary Drill Mfg linctutling ralnsnn Foundation week and Voblelse type Controlled Eatthsaving Equlpw6nt tic Ilia)i Rophtlnq ikrwgtee Inc alai larlI Lift Blah Machines IVagthotg end • .'' similar typrA)I Lastlpr 12 yds. up to end Including 6 168.11 incosotlw I• , (over 100 tonal (einglp tic mtbltipip units)i Multiple tnglnv Lattlestovieg ' 1l4chlne ILuellde, tk•tets, sir.) Ino tandem aeraperle Ire-stress Nlta t ' I#rarp.ing Machlnoe Vvsprvnlr-Iw•IIris Tug laelf-propelled flost{np1 Nubbat- * , tiled Sctapat. Op1t-looding Ipaddle whesle. atoll Shuttle Car treelalw 1 stetioele 01M1e Lrrglno Borappr over IS yda.) tell Stablllrer Ip s N 09 j equally Bub-grader (cut rl!a at other automatic type)) Tractor. Cow- " p •' '° ptessot Detlt Coaibinatinnt Track laying type earth sevlM machine Islsgle engine with Inserts accapersll Train loading station$ Visewis 13110011119 Plante + '�� ::}:... 's:`I • r"` WAttltty Crane (up to and including 23 tone) � .4 `•�.;t, tS.- :'t.7-f Fi.. -`.?.t -' .t.:, >'it�'-C H.y+f}'. tG�'.:i-:�:r2 :�'t, ;1{Frx,,'-I...:..fxi:Rx.: - '� a 7�;^?'• .S � +t.•' , - ` . .t .t :•;ars:':._ `:r'a'Ji �l,;v_ {y':,.. . CFEDERAL EElil>IEE, VOL. H, NO. 7e—fRIDAV, APRIL »..IVY' •• • DDCI�. CA77-54119 I Page It • DZCISION No. CA77-5019 Pa�,7 i+ i Dedr file$.0..41116 Permeate bila Pdep ba6lus Payments Nwd P Elau$ba N6a,lI Eeluulba Nobs N 6 IF realise& Yeratlu 6.1/6, Nobs N / /aasbas Vwlisa and/J, "Ucl DRIV05i (Cont'da T. , 11111O01 1111IVCm2 Ar►f• 1,• DUIX Capon 1110I12AD101 (W/w %augsg, swdsr 4 yda. rater LIR J17111041, Pork Lilt 1 1 10.015 1 1.195 .10 11.00 lovell$ 0ue or Nanhaul drlvec$ Cowcate pump machlnel unser HIS, AGITATOR concrete pump truck (vt,en (under 6 yds.) 10.055 1.115 .70 1.00 flat tact truck Is used a(graprlate flat lack rate TRUCK UPAI/MAN N/LPLit 10.075 1.195 .70 1.00 shall applyl$ Gump (undec 4 yds. water meet)( Oumpermte VACU M TRUCK under (4,500 truck (udder 4 yds. water gallons$ 141.O411S 1.195 .70 1.00 level)$ G+patet hied•& 4 yb. 1 ester levelly 6cott cc pilot SCISSOR TRW$$ single unit cel dtiveg$ Dipper truck Iwksn list tack 41 sale un/tll list fact truck Is used Industrial Lilt Truck appropciste flat rack [lila (mechanical ailgate)# shall applyl. /lckupel skids small rubber tired ttactot (elnb ie We. under 4 yds. water I (when used within &managers' Instills Team drivecel Trucks jurisdiction) 1/.141 1.191 .70 1.99 Nov pat-patch concrete mea, I ltndet 4 yda. wear level)$ aetrrl$$c TRuca • r6Ta lul$cel sylptites Warehousemen 1 9.901 1 1.195 .70 11.00 11.500 gala. "at 4,000 1614.1 141.111 1.191 .76 1.00 a WLR COMM SPBL&M Iw/w ' oasiNAT10N MIrCY TWC11 sugar. 4 vela. and under 6 �' WITII MOIST$ Tramalt, Vila. Notal level$$ UuW 14 His Agitator 16 yds. and Vote. and under 6 yds. water under s yda.) 141.10 1.195 .741 1.69 fn! level)j tlrpcte a (1 yda. snot 1 a: uncles 6 yds. wets[ ►svmlll VACUIM TWCS (1,100 gels. 060pti909 14 yds. end under 6 End Undtir 1,100 9616.1 141.161 1.199 •741 1.00 Vds. water level)$ shade (elepcl tan 4 yda. and under 6 gels. DU41411i-TIQD WAS CAD (not Water Ievmlll single unit list . self-losdsel) 141.171 1.195 .70 1.08 tact 41 sale unit)$ Itduats gal Lift Truck (mechanical tallgstel Trusts (dry pre-hatch roncttite ails, 4 yds- and Wm/ms 6 yds. wteg level) 141.4141 1.99 .741 1.041 ,1Dt'f11M TMICS OVA 116T4111 TRUCK '1 jup"I 1,500 gallons) is-oil 1.105• .76 1.410 IE0911AL 19O16198, VOL. 40, NO. 1111—/111IOAV, APRIL 37, 11I11 l'Ws 't1 pf'('t:9f1wf W, CA77-55till rAgr )) twctrirm Ito. cA77-5039 Page .at.r.t.—ts n..lr rrta,r R.nrt{f.r.t•.wt. }Inrdt CAut.tl.a H..rly f 1+,r.tl.a Mets. it R M P-1-6 Vef.d.e .e//.r f1A/.. H R a ►ee.l.e. TlWCx hlltvITSi J!gpnt',I) At'r,' 1,' 7AUcf, VAIVCR5 Cont'd An,.tr. P111 G Ct7ttltT SPArAtIES (w/w,j avgrr. 6 yda, and un,I,r A ydn, TRAtInIT MIX AGiTAWn (over y,ln, and un,irr 0 yds. wntrr 10 ydn. through 12 yd".) $10.)SS $ 1.195 .70 $1.00 1 irvrl)I N,,l-relr (6 yAn. and unlet A yds. wdt nF ICvnI)f ' AAuqtjIjK t'{15A y SPPCAUf.P tw/wo Ivml,ntrr 1R ydn. APA undrr A auger. A yda. AnA l)Iltirv0ing van. water 1rvrl)t skid-1 t4.trr,• 12 ydn, tinter clodi)t Gump (0 ydn. anA IncluAing 12 � I I)nt, 6 ydn, and undrr A y(In. yde. water leve,)s mprItete wgtrt Irvrl)t Ttuckn Idty pl-- Ill yda. yda. and Inr,luding 12 1 batch cV wj rte MI., 6 yde, yde, water tevel)f Self-pro- and uwiet A ydn. wntet Ievel) s 10.20 $ 1.115 .70 $1.00 rellyd ntfeet awerpet with , Pelt-contAinrA tefur,• bins A-I'TAtIP. WINCH TPI1Cx^I sklda (dehrla turf, A yd". ' Ruggy. Mitt hydro-lift. and 1nclnding 12 yd". rAtet ' .rw,•,ll+h rt nn� ly(`r tlrtling)I ievrl)t fnar go *ml/ot *now 1 ,/rtting nn4 water truck pinwt Truck (Ary per-Meeh (/,000 gale. Awl undrr 5,000 gnta.if nuhhet tIff4 conctote win, It yde. and Ju.J•o 10.115 1.195 .70 1.00 Including 12 yda, water level)# Dumpstet to yds. - and Including 12 yde. water IIfblehgb t'IrTY TnN/SIOnT Ievell 10.44 1.195 ,10 1.00 0 , h.+tt 10.12 1.195 .70 1.00 y R+'+'In tiy`'•it'A and 4iHifAA MfAV7 WTI "AJ14M1tT 1 "� STItAhULR CAMICn 10.215 1.19! .70 1.00 tgmevneck lowbee!) 14.4! 1.195 .70 1.40 T}AMSIT MIR ACIT14TM TRA71917 Htx A.1TAT'OR (over I2 yAa, thro"h 14 yAa. thrnugh 10 yAa.) 10.155 1.195 70 1.00 11 yds,} I4r4$3 1.195 .T4 1.44 , VhCUIIM TRIK'x 15,500 9810. and unAat 7,500 gala.) 10.265 1.195 .10 1.00 JtT7lK TRUCA a MATf.A "UCx (3,000 Vote. and under 7,000 Vale,) 14.2111 1.1911 ,10 1.00 , I t ) ..,� $IDIIiAL 1EOISTIII, VOI, 41, NO. '7I—FlIDAY, APRIL 22, 1977 .I D' pV■P. Ca77-SOIL rays 3% 09cisioll NO. 0677-5019 also ' relate 11986046 rata98441 41e9it rtlats l eNh tarautt loll �.,..... Manlf flstellaa Merely -� 64ac.tiaa tyiVLsf 1 lCont'dl R6ua Nati reat►ees V4461160 $4/## asset 14 6 V ►arl98r Vtt111te •suet IritlC1-. WRI /po.If. Te1tCV �IMIt/n$� 4rScnt'11 Apr.741, 11411E CIV4241 SYMYADICM (w! eULe Ct14y1rt 6Ctlll,i)L71 (Y!w a,tger, over l2 yda. an40 sugsc. over 24 yda. and Including to yds. wtar including 31 yda, wstec level)$ leve$)1 Wap lover 12 yda. Dump (over 24 was. and arm including 14 yda. Yater Including 3% yda. Yater iswily uveil$ Waperetu favor It 1anpc9ets favor 24 yde. bad yds, and including 14 yds. +including IS yda. Yater lovati$ Yater lavolll Wspeter laver Dumpatse (Oeor 24 y4s, sad p 12 yda. ar.A Including 14 yqa. lacludin! IS was. vstst laved)$ rater lavoll$ skids (dabris OM We, 2016, Wit and OtAur teas, avec 12 yda. and including *foible oat two, tetra Cera. Is yds. Yater lavelil !rucks fa9ourtteapwtls, %utnaracksa, 04194 and .tailor type aiulf avet it was. andd including 14414 pre-batch o ala, sant when pulling A446/tat of + Vaasa teal trailers and fest is Yatu level) 1 10.41 1 1.111 .71 01.68 ssrifos guise rant tu$brs 1 1+.11, OM eIMILAS me or other side. tr4ti4ts/ iIIN i •ell-L11aD4MG t'MUCS 10.64 1,491 .70 1.00 {debate boa, ovor 24 yda. end including 31 yds. waist levo111 1MUCe 6etasm"m- 11.679 1.196 .70 1.041 stud 4491 pcs-batch concruto sin. over 14 yds. and ineleadise 61JU Ceallete $"MUM IYlau 39 yds. Ystea lower) 1 10.64 0 1.116 .7/ 11.00 sugar. was t1 141. 6984 . W4t cow" /►41easail 4Y/Yo including 11 ids. Yakut amee9, over 1S yds, ltd bureli$ Ctrsa.inat/Oa dump lad , *w %sellers Wrp lovut Is lacludtag Or Ids. "tot lovallI W". 6464 including 34 yda. !resp fuer 31 yds. and tactuding ester loan$)$ Dom Cots favor 10 Wile. eater levee&)$ Wmpcuu is yda. and tnalultny 14 Yoe. tavat 11 gas, and Including is Yater 141141111 Duapstar favor Ida. ester 1411041111 Dumpstur love ' is yds. aa4 including 24 yds. is yda. and tacluding 10 lids. Yater lovellf skid 144bris has, water lovaU s Was (debits base ava9 to yda. a" Including over 30 Ida. aM lncldding be 14 yda. water 101141114 transit yds, watat !6116111 Y9ocks 4day Ws 6,fitakar laver it y40. ►ta-batch aancute win. "of thrwgh is yda.)$ tcucka 4d9y 31 y4s, and taclu4itvg SO 6190-balch cottc9eto ods, arot Ida. votes Tovell 10.71 1.11% .70 1.N 11 yda. lad including 24 , Ids. Yater level) 16.00 1.191 .70 1.10 '`.ams.. VI011AL 1101161, VOL 42, NO. 74—r4110AV, At4114 17, MY pow t Orem..tnrt tot. C0677-5039 pole 37 OCCISIOH 110. CA11-S0.19 page 30 , CALIFORNIA ASIA ltEVINITIO15 for TRUCK ItItIVCIt; Cnnt'd Triage oeaelltr p#ronenl, — - ----L.--�-.�. O.rlc ASIA C QUtM1ENt Of£M11M5 Iball f./edlba e ' 171,Lt CrJ11:NT FpRFADER v/wn Rater 1111 A peados# V#rstleo sad/#r •JARfA 21 All Areae not Inctuded within Area I as auger.ovrr SO role• and under Arrr.To. defferd below, 65 yin. watt level)l Ownp lover SO yda. and unlrt 65 OARM it All areas frsclodrd In the description Yet'. water I"vrill Durgscteto delits►d below which Is based upnn townihip lnvrr SO yd". and onlrt 65 yrlr.. and rant# ifnes of Arose 1 and 2. wile► 1,•vgl11 txray.vter (rivet So yd^. and under 45 ydn. wnirr Caownrnelns In the Varlflc Ocean on the ratenaten of the Southerly . Ievellt lirlleopter Allot fwIlen title or iownehtp 19S. tranrlx,ttllr) Porn tit eatrtfaln)t Tlreer.e F.aur,rly atmos the South-fly title of Towrnhlp 113, etoselN11 F41rla (0130r. Ixn, rlvrr 5o ydn, the fit. Itlablo weridlon to the S.V. corner of township 191s and unrl!r 65 rots. watrc level), rant'.! 6E. lit, Mille bee* line and weridlsn. } j Ttaeka (dry pfe-hatch cemerrte ihwnre Fnatherly to the S.U. turner of township 201. ratite bt$ �. . Else over SO yris. And undwt 61 thence tatterly to the S.W. cornet of township lose ratlike 131t, . ydA. water levell 1 10.94 f 1.195 .70 Sam Tl+rtsce So,rllrrrly to the S.W. cornier of trvtnahtp 715, rant# 139, Thel+er Easterly to the S.W. enis+er of township 715, ratlike I7C, NUt.R 17171f7,y Stgrwlt{,e (w/w0 Thence Southerly to the S.W. rattier of township 77S, rent# IILe ASPgrr, over 6S ydn. and Thrace Easterly to the S.E. cornet of township 773, rant! alto • •�� + Inrladlnq 80 µ1s. water ihr•nre Fonthr:ly to lisp S.W, Cotner of township 7359 ratlike let, lrv111 tarep Its yds. and Thence Easterly to the Set, carnet of township 733, range lot, InelnAlnq n0 Vda, watel 1eve1)I fbrncr Southerly to the S.W. entner of tnwnshtp 743, rant• 191t. Isrrl"•rrts stove, SS yda. and falllnt An the Snutl,erly line of Moils County, the-nee Easterly Incltr•tln•I 40 vole. water lov#111 along the SoothA(Iy boundary of Ringo fio'lalar IRS vote, ORA Irn•Itrding County and the! 5outheely boundary of tulete County, to the Set. eo Vola• wstet leve 111 abide corn#► of township 74S, rant• 7911, 1•101.118 Ir+■e 4.1RAs. OAA Thence Northerly to the Net, totner of township 715, range 2911, Z ItirIP,.11ttg AS y.le. water lo*elll Thence Westerly to the N.V. career of township 213, ratio* 79t, Trwo•ls lair pto•hatlh condo!• Thvnrr Nertherly to tilt ii.t. carnet of toweal+lp 13S, range lot, else 41 las. s•••1 Including Thenen Westerly to the N.V. corner of town@hap 139, tanto 1911, et Pat. Wolof level) 11.09 1.191 .70 1.00 Thence Ilorthetly to the N,►., corner of townsblp Els, range Ila, Cys th#nct Westerly to the N.Y. Cotner of township 115, range 1111, OUi.t C171ENy orRrrtsVA r/wn r Thence Northerly to the N.►. Cotner of township 105. rents+ 16@9 O+tg#r. over 00 3-do. and Thence Westerly to the N.V. cornet of township 1059 range 14119 o (nrIvAing *I yds, Valet Thence Northerly to the N.t. corner of township 9S, range 711t9 levr111 Our.p novo► s0 rola. thence Westerly to the N.Y. Cotner of township 98, Range 152, { ORA Including 91 yoke. water Thence Nottlratly to the N.►;'cornet of township IT, const late 1evs111 thrrl•cl*ts (aver e0 Thence Westerly to the N.V. Cotner of taeaghlp IS, range 14t/ yde. and Ineluding 1S yda. 1 Thence Northerly to the N.L. corner of township 6T. rent@ lits I Water lev*lie t+ury•ater (over 1 Thence Westerly to the S.L. Cultist of township 93, ratio@ 1999 ' •.: 10 yAa. and Ineludinq 9S VAC. Thence Northotly to the 11.11. corner @f townsblp 5S. folio@ 1911{' i water levell) Slide idehrla o ,Thence Westerly to the M.M. cotnrt of township SS, ,atlas Nis line, over to yds. and Trucks Thence Northerly to two N.L. carrier et towneh/p 1S, trans, let, ' id da. W thence Westerly to two N.V. cornet of township 3S, cans* 1099 Iw r Y @ter 1*vell, truck@ r tory Pit-batch conegete ei@, thence Northerly to the N.L. corner of township IS or 11119• ower 00 1`114- and Including t Thence Vestetly to the N.V, cornet of township !S. teoso 1111, f! yd@. Water levell 11.24 LISS .70 1.00 ThvnC* Nectherly cretins the Mt. Diable beseltee to the N.B. � cognac of township 2N, tense Idt, Thence Westerly to the N.Y. Corner of township 1N, range 168. o s Thence Northerly to the N.F.. cornet of township 30. rants I tr Thence Westerly to the N.M. corner of township $N, rens, 1581 Thence Northerly to the N.t. cornet of t@W�@bar ill, canoe lofts + F10111A1 RIOISTIR, VOL 41, NO. 78—FRIDAY. APRIL 21, 1977 i UMCtt+tt>1t MD, :ATT-ii3t taxa t# OECi#10411 N0. CATZ-5019 pt;s 40 so CALIFORNIA 1 CAf iPOiWIA n ARIA DEFINITIONS for AREA 0£€tM3It0M5 tar � 10Ytk EQUIPIILNT OPERATORS (cont'/) POWER LQU1114ENT OPERATORS (cont /) +Area 1 (cont'd)i *AVON 1 (cont'd) r Titepeo Mestacly to the M.Y. cornet of township Its. Image 141, Thence Wssteriy to the 3.9. Cotner of town&hip i6N. range 12W. Thence Northerly to the U.S. Cotner of township 54, caper 131t. Thence Nurch*rly t the N.L. cornet of township 1614, cantle 17W, Thence Mesttriy to the M.Y. Cotner of township 511. Congo 13E, Thence Mesterty tit tits M.Y. carnet of township Ibs, range %IW. Thence Northerly to the M.E. corner of tow.thtp ION, range 129, Thence NaCthetly to the N.I. corner of township IRF, image 1341, Thetics [&stocky to the S.9. carnet of town►h(p list rants 14t. Thence Westerly to the N.V. corner at township 164, ring* 1411, Thence sorthtrly to tits M.E. Catlett of tawnship Its, Congo 141, thence Southerly to the S.Y. cocrut of townshep laid, range 1414, thence Westerly to the M.R, corpse of township Its, tang• l0£, Thence Easterly to the $3. caviler of township IgM, range 14Y. Thence Mort►oily to tits 11.9. corner of township i5s, range l0£. Thrnnce Southerly to tits S.W. Cotner of township 1414. tong$ t3W. n thence gestatly to the $.a. cotnar of township 16N, rapge tit, Thence Westerly to the U.N. corner of township 1514, gauss 1411. Thane sagtharty to tit& N.R. cornet of tawnship 164,ronge tit, thence Southerly to the S.M. cornet at township 14N. cause 1st. Thence E&starly to the S.R. corner of township Ila. Congo II.E. thence Labterly to the I.E. cognac as township 14N, rang* 14W, thence southerly to the S.Y. Colmar of township 144, tons* 15£, T14UCS Southerly to the S.W. Corner of township k3N, rang* t7W, theace gasterty to the a.g. cornet**( township 144, tattle 159, thence 9sbterly to the 9,t, caviler at township 1311. range 1311. theuc• Soutitavly to the S.M. caviler of township 1100 Congo 1690 Thence toutbagty to the S.W. Cotner of township Ila. tons$ 17W. tbeece tastarly to tit* S.I. Cosner at township Ila, Zama* 1690 thence tosterly to the SJ, corner of tawnbhlp IIF, rongo 1714, Themce Southerly to the S.Y. cornet of township 1214, tangs 179, Thrnco 9outheriy along the Lastagn line at Congo 1:11 to the Thence tostasly along the Soutlistn tits of township Ila to the Pmciftc Ocean excluding that partial$ of Northern Calitocints Raaterm buundu y of the state of CaltloCais, within Santa Coate County included within the following linal Titsmca Nartitwestetty, chants Mortherty *tang tAs 9metsva boundary coNrracins st the M.Y. corner at township *S, range 3t, Mt. Diablo baseline end Meridiani of the state of Calilarnto to the 43. corner of tawaebtp 1711, Thence to a Southerly dtrectien to the S.Y. Cotner of towlship i tames let, U. goals 19, thamce Westerly to tit* M.Y. cornet of township ON, silage Ila. Thence to a gesterly diceetfon to the La. Cotner at township 790 Thence Masthorly to the 14.1. corner of township 20110 nose lOtt range 411. thence Westerly to the W.W. carnes of township ION. ten;s 109. Thence in m Nugtbssty direction to the V.I. corner of township 119. thence Warthacly to the M.S. Cotner of township Its, tense 91, top;a 49. theaca Weatecoy to tit$ N.M. cotnar of township 21s. goatle 9t. Thence to a Westerly direction to cite N.Y. Cotner of tuwtship 6S, w Thence M„stbsciy to the M.t. corner of township 2211. &sate 1111. sem o It Thsaca Westerly to the N.M. Collier •f township 2211. toast 41. . to,tbe paint at headlining which portion is • pare of then"• Northerly to the S.Y. corner *1 township 211. gents St. Acreit 2. It 111413149 taotatly to Lilt S.C. Cotnsg of township 2711, range 09, is l also Includes that portion of Ma:theta Ca/ttarnla within Thence MotthelIV to the M.t. corner sk township 2". Congo it, chs folins Isneai t Thsitce Westerly to the M.M. Cotner of township 1". range It. case$sncina in itno pacific Ocean st an attention at cid Soutitosty Tbunco Wurtherly to thea M.E. comes of township 3011. Cana* 6t. line at towuahip 214, Numbol/t aueltat and meridiani Thence Westerly to the N.Y, cornet at township )ON, cantle 111, Thence tasterky loans tits Southerly tine at town►bip 214 to the Thence Marabarly $long the Mt. Diablo au!/man to the 11.9. ~ S.M. cognac at township 211. rang% 111. Cotpes of township 3411, gantla 1N. thane Sauthatiy to the S.W. cognac at township IN, Congo IV, Thence Westerly to the W.V. coiner of township 344. tengt IN. thence ttsterly slop& ch* Muaboldt baseline to the S.W. corn*[ Thence Southasly to who M.L. cornet of township 120. Conga IN. of township 1N, tango 29. Thane Yost*tiy to tit* M.N. cognac at towmshlp 3211, stooge IV, Theince Soucbeg(y to tits S.W. earner at township 25. rause 2t. Thence southerly to tit* S.M.coguar of township 3011, gomga 7Y. thence easterly to the Sit corner of township 25. range It. Thence tsaterly to the 9.1, cooper of tawmship ion, tones 7M, Thsaca Southerly to the .i.Y. corner of township 43. tans* IS. Thsaca toutAetly to the S.Y. eurats of township 1%0. cap;s W. Thence tastarly to Clip :.a. Cotner of township 45. cantle 1E. Thsaca tostscly to list S.t. canner of township 160. gotta* LW, Thence sioON&etrly co the N.t. Cornu of township 2S, tangs . _._ Tboace 9awthecly to the S.Y. Cowper at township 149. tang• 5W, Thanes Ytacly to the N.Y. caroms o! township 2S. eapge IS. _..__...w••— Titrleca Westerly to the $,t. corner of Con.asitip ilii. tongs 7Y, Thence Northerly crossing the Humboldt baseline to the 5.11. Thsaca 0artheely'to the 11.a. cornet of township t4A. tents 711, corner of erlytow" iion& the llusklol Thence itaotmely to the U.N. cognac at towaship 1411. tong% 7N. Tatato nshiprIN *tong the Humboldt baseline ea cite S.L. cornet TboaCti 0attherly to tits N.t. caviler of towlsleIf 150. songs iY, .-. not township lid. tangs 111, Thence IWgtitetiy to the M.L. Cosner of township 914. Conga 311, Thence Wastevly to the M.Y. earner of township 911. Cons* 2£. Thence Mattlletly to the U.S. cornet of township ION, IS# `V al I fEQ911AL REOIAtO, VOL- 42, NO. J11-441DAT, AVAIL T!, IfJJ t am t prCiSion tin. C/117-50)9 rage 41 CA1.11 011141 A ' AREA I'Lritllt I,N15 rnn ririlC.n rQ111ftn,nt Ot'Cn A10R5 (Cnnt'd) + *AtoA It (Cnnl'd) .. s Thence Wr4trtty elnnt; the ttorthetly lino to tovnehip 1011, into the - rociflc Atee 1 elan Includee that pnrtjon of tloithern Callfornla Included Wlth- !n for lnilovin{; liner ! " �`,.: `'• Comnrnclnr, et the llortherly hmundety,o( the State of Cnll(otnla I of the 11, W. cotn-r of tnvtttlrip 4,111, tonne 7W, Ht. t)14blo bAne- llnr end ,,rtldlnnt Theme Southerly to tt+r f;,W, comet of touotehtp 44N, ranRr_ )W, / + Thrace raeletly to ll,eS.r,, carnet of tovn.hIp 4411, tangt 1W, Thrace Southetly to the S.W, rotnct of to++nrhtp 41ti, tenRr 6W, Thence teelrtly to the, S.C. rnt—t of tnvnafilp 43N, tents 5W, Thence Nottherly to tl,r N,C. cot of of tow nehlp 48N, ranRr 5W, on the Not thetly boundary of the .tete of Caltfotnto, t Thence Weetetly aloof t1w tlofthrily bnundery of the State of s ;r C.R1lfntnla to the point of brginninr,, ,j• - , , �., t-.' . - , ,'" t, , .. +' s r,_ :t .. ;" I:. ( 'tt , • iii FEDERAL REGISTER, VOL. 42, NO. J IDAY, APRIL 22, 1977 � ~ a MUPItl519f:A9 t+6CIS10M o0cii14M Mo. CA77-5040 ?49 I tr NUM Calaformis COUHTIRSi Alasa4a. Alpine, Amedot, 1:, Calaveras, Contte Costa, Rat Starts, at Dorado, Fresno, Muawidt, •+tis fr1+I+Mt.ehtr1•01,0+41t Marin, Mariposa, Nsresd, Monterey, +bm Map$, Ilsvada, ?lacer, iaccomento, lot*# 101,06.64.N+a Mit" ?++ri+.t Ystari.s ..tl+, ban Oenito, San ?tanclsco, Son Apes. ir. Joaquin, San Mateo, Santa Class, CiPUNT MA•9oust Tanta Ctut, Solanu, Sonoma, Sutter, cement Masons 4!0.00 1 I.1S % 1.41 1 1.50 .05 Tehama, T.alueuls, Yolo and VuLa Mastic; Magnetites All DIVISIL)m 10IMOU; CA77-5010 OAT1<r Data of PuLlication Composition Masons 16.25 1.15 1.41 1.50 .05 Supersedes Recision No. CA76-5102 dated llovest+et I4, 11176, in tl ftp 51272 Men vatuing from swinging of OWNIM OM Of Wuxi Residential Conettuclloa consisting of single Slip fors Scatfulda 10.25 2.15 6,41 1,50 ,05 Costly hums and getden type spastaents vp to and Including 4 *toile*. AyMALL IMSTALLIRS 11,52 1.27 1.71 .15 .07 fri+t+6++aM#*fstmtats ELYC"i'k[C1AH5} • 66840 Alameda County 14+.41 f1.s+tis* 13ectticians 11.41 .40 11r.t:o ,01 low N►IF rasslass votaries *ad/sr Csbla Splicers 12,06 .60 11o.90 .01 AHr.tc. Amodur, Sacramento, cutter, roto, Yobs Snd those pottioas A bKSVUS WLISYS1 $12.41 .04 i 1.17 0 1.50 .06 of Aipine, S1 Dorado, moved$ 1.00 .S0 .O2 and ?karst Counties Meat of the 6NICSIA11061ot"oks 11.175 ]7S Main Sierra Mountain Matecstai 0J1lcstwr4sil Mtwr».alwntt #del Mixte, Muawlat, Msrin, 04actttetana 12.05 .6S it+.IS .045 Map$, tian Itanciaca, Man M$t*o, CaLls Splicers 14.10 .%S 11#.05 .045 Solaria and Sonia+ Counties 11.02 1.46 .01 1.0E .0 Lska Tahoe Atra alaaesda and Contra Costa Cat. 11.1% 1.01 I.OS .20 tlsccriclons 11.11 .67 100.17 106 ft*arso, Mattposs end Merced Cos. 10.11S 4S 1.06 Cable splicsts 14.56 .67 140.77 .08 01 Oucs4o, Msrada, Olacs(, Tons" Cousty Sactarentos suites, fshams, Ilectficions nattily tsolMttc". Volo and TuW Cuuntias 11.00 .40 1.SS 1% limited to 1 stw[lmsi 7.01 .7S 1F0.45 .04 4tuntotey srsl $ante Civs Counti• 11.66 1.11 1.20 &tectrtelans 14 stocisal+ SOk Oenito and Santa stag& Cos. 11.0! i.•% 1.!! 20 0lsctciclans 11.06 167 164.705 ,04 Cable Splicacs 11.14 .67 10#.703 .04 Alptoe, Amadot, Cad$vorss, San col4vetas and San Jooqutn Cos. R Joaquta and Tuulumne Countlso 16.411 1.60 1.60 1.60 &ism a icirns 12,15 .42 1101.25 01 y�i 661c6 T11kMMS1 Cable ipllcsrs 11:67 .02 1441.25 .01 San Yranclsco and San Mateo Coo. 10.00E .611 60 Conti* Cost• County Alpine, Aau.lar, 01 hrraJs, 41#ctriclans 11.45 40 14*1.00 Movs4a, Places. 5acramanto and C641e iplAcet* 14.05 .70 14#1.00 Yulu Q)unttoo 0.10 1.00 1.76 Wt Mutt* Arad in-slot Ctxstties fts4aa C+wnty R•i .ii 1.00 &lsctciclans 10.21 155 1141.75 .04 ct1MPa ff1*5I Calls Splicers 11.6] .SS 14*1.711 .04 catpentsrs 11.1% 1.12 1.71 it 66 Matd#wv,d fitus Laystal 4u,or ' Saw ovot atutel saw filoras Shingieral Steel Scattoid tta.tots and/us Steel Snoring &factors 11.66 1.22 1.11 .711 K Mlllvrlghls 11.711 1.12 1.]1 .711 O6 fitsdclvetson, Ss1a90, wham and luck 641168rs 12.2! 01 1.26 .711 O4 -amr1 ^= FINIAL 111641111, VQt. +1, NO. 71 --016DAV, AlMlt 11, lira rim...•• tete 7. CA??-S 4. raga 3 At7ClslOR ti0. cA17-5040 Page 4 r relay.•as•Arr Palo"$$ � -- Moody F.Atntlaa. re{n*!t.w.bta rayo&n4� Rare& M 0 rl raa&!as& vatalieat anitat 160W Ci Argo.to, Nardi Ebapa" Ai l t n.^+r t r tat.& M It ft P•aatas& vatotlen aal/at Aiamada, Contra Costa, Marine RLtI'7R1CIAtt:,t ICont'el! Ayyt.ire Mat+trey, Rata, Dan R•nitne ' vtrrna County can rtsnclsco, San Mateo, r3petrielans ;(amity residences i Santa ciars, !ants Crur, not to awc•ed 2 atnriral S 7.75 .40 144.95 .05 Snlano i W feem S of riontticiattn 11-4 atorirs)t valttteld). Sonoma Countirs $11.23 .92 S 1.2S .O2 I:lecttlelans 12.26 .75 1.114.95 .03 Alpin-, Amielter, Calnvetsa. Cattle Splicers 11.24 .7S It4.95 .as f:t ty+tado. "notions, Mrtcrd, Matin and Nonoma Countirs !north owl City of Livingston), ' rtectriciana 12.65 .02 114.30 .02 Nevada, placer, Sacramentn, Cattle sptic0rs 11.91 .62 114.30 .02 pan Joaquin, Sutter. 7nolttmn*. Matilnsa, Mrrced OrA luelumnrt veto and Yuba Cnwttlea 10.495 .43 1.10 Cnuntiea Frrano at.l Prmaintwl pnttions of 1 /.tcrtrtr.la,ta 9.03 .62 i1 It Mrrc•d County 9.09 At 1.04 .405 .65 Cattle Spllcoto 10.01 .62 to it 1901MAarpst f ontrrny County Fence tr•ctote 10.4t 1.14 1.45 1.20 .04 rie+ctriciann 11.50 .10 4114.7S .06 Prinfotcinq 11.10, 1.14 1.06 1.20 .84 6111e ^pllrrrm 11.61 .90 114.79 .06 Ornamrntalt ctructurel 11.10 1.14 I.M. 1.20 404 Maps and Snlann Counttra IAT 1"Si ' Ctrctilclano 11.07 .64 114.65 .04 Alamrda and CAntrs Coats Cos, 11.16 1.09 1.26 ..011 Cablr Spitrrto II.S0 .44 t64.PS .84 rlopebmldt; Rrvada, ptaeer and Pam positive Santa Clara and Tehama Co,intles 11,00 ' .46 414 .01 pat+tit Crus ftxtnLiaa Amadnt. 7.1 notado. psrram••nto Rlpettte•lono 11.00 .77 1t4t.S0 .OS and into Countlaa 0.40 .40 .n 3." t fable Pgdicolt 14.40 .77 11#148 .13 calavetae and San Joaquin t• Pan rtanelarn County t Countive WAS .04 .SS 3.01 vlarfrlriana 11.439 1.04 110.00 .O4 Marta an•1 corin&a Countl0a 0.01 .47 .0% 1.14 1/06 } • ! Cattle- Prlle0ra 19.94 1.14 1!0.90 .06 ihntsrry "a Santa Crvt countisa 11.10 .40 .11 � .01 iMAf Pan M+teme county San rtancleco end N` of Man tlortrictasa 11.77 .42 WAS .01 Mateo Vainly 11.07 .66' 1.00 ' .02 Fl.tyllri'R C"STROCttlAS 13.49 .146 .10 31144 .01 Pan Ponito 64 WAS Clare + FIXIVARtP 4Ytf1,S7Rt1CtORc' ' Countlaa 10.14 .71 .79 M►.iJ•Pps lesim .141 .31 3004 .92 Proem County 11.43 ,3S •4S ' Itt-91111 141 CtMtA711ttt:'tt7R,Rr Marifoaa. Merced am 'tuolumntt NISLpM!1 11•Pod.) lO4JR Countles • 10.71 .Ot Southern hale of tiro Matoo county td.ti .32 1.00 o ..4 Vis.. ;, # 1 ,:<..:r- ;;._,.,• � ;t ' - .... ,.Y.:<•. .,i c ..=t rsaet"� .�..! .. y:.;;:•':41 14i:;5� ...' ' .( 111 : . S! k�!tit.•tr�t' 110 v"�II't'75� 1 1 _ i yy.. :.<' ii'6 t,:•rrr'at?at.it+;={7,,: ' f t i i 6 '! +}. _e.tlti.{{. :tt7l t.(ytR7. ".!at ..:.Y.i ta; .. ! e F.:..(;:Steer '•! lr tf .. ;i!It .'�. !?:,'�! _Y. Yil•: .j{'i N.it��i:._; 'tsuYal._ t i • ' •.'.aii.s.i�„•u i:&..rylti7[t:'f:trtct3' �t ........, � r...g.,;..;. t. ! • :1+y-::..yg.w-.at: " . � i , '.i to a�, �i t;.,ji,, .Y YY'.;i.•.., .{;>•j'i ilii.+fix di 1.'F l..'#t'(. r+ �. Jtrs:Yei',a;...5'.Y}i"��jYC . .. ,•r' .. ' NORMALR1011iRR VOL. 42 NO. 11-4110AY APRIL 22 1977' •r CX) . 't I J' Social* FC477»1040 page 5 � OSCISIOM M0. CA71-5040 Hoa � 14 INS lie Serle plop Baorl.p Forman ".MIF iarN11M Baton N i M ►+061006 vrca i a ori/al hlsp itrril/r►armarls FAIMIMI AMI.il. iaic Mardr E4autHa Alpine, Aeudot, Calaveras and self. M i S ►radar♦ varrllra o4/al Son Joaquin counties Msl.It. Irush i 8.92 .70 1 2.24 1 1.11 pAiMT051 iCont•dI iptayl fheatrock taperer awinj Mariposa, Merced and Tulunns Itagel Scatfoldr Sandblastarl Coupties structural Stool 0.23 .10 3.34 1.11 crush S 9.49 .70 .45 .75 .02 c hasno County owing Stage, Faporhangsrs, Bought Vapor* 11.13 .41 .34 Bosun Chair, Steel*Cisaning , Iflayl Structural Steal 11.37 .41 .20 and Mater Blasting 0.05 .70 .45 .75 .43 061 lbtte and 0410110101, Coumtise ' Spray, Sandbasting 10.10 .70 .45 .71 .03 Sr u&h 7.55 .11* .30 .00 FtafT01021 Ipeayt Batldblostorel Itructura Alameda and Contra Costa Cos. 10.19 .743 1.15 .01 Itee11 Swlag Itpol tapatar suttee and tuba Counties 0.79 .54 1.00 papechargete 7.90 .10 .30 .10 ►casno County 9.34 .90 1.23 1.00 r Musteeay, San somito, fan Mateo Monterey County I6.60 .71 .33 .01 Games Clara and fast& Ccus Alpine, Al*ador, Calavara, Calust/as 4084104ing puctioms al Bl41014400 moved&, Flecee, the Late tahoa Aralface&eento, San Joaquin, , frusk 11.33 .99 1.30 .0 .01 gutta. Volo and Yuba Spray 11.41 .0 4.10 .0 .03 Counties 11.99 .71 1.50 .01 Tapoee 11.77 .11 1.30 .1I .03 "A Francisco County 21.79 .90 1.90 .01 settee, cob"" and tube ca"tI64 Sam Macao County 7.73 .49 .90 1.fs .025 Bruskl put Teadarr Sollars 9.71 .Se .40 0101 aorta, Sumboldtl Marin, Speayt iandblaft61at structural Maps, Solana, Sonams snd Italy swing Stager Tapers 9.31 .69 .40 Tobal*a Counties 9.90 .90 .10 t.0 .01 Lake Tahl*o Ares IMallposs, Merced and tuolul*mo ioush 14.95 .70 .71 Counties 9.01 .00 1.11 1.30 ^ Speall fttuctueat Stale Taperl 11.30 .79 .71 IKJ ISKISS TSMO0M1 �M1 Merin, Sam Franoisoo and Soon" Alsl*ada and Coater Coats Cos. 1.97 .40 1.10 cowatioo Fresno County 9.09 .69 1.40 Brush 19.77 .19 1.10 .00 .03 Marin County 4.33 .40 1.40 .90 Spray 11.92 .91 1.10 .00 .01 Tspeeo 11.12 .99 1.10 .49 .03 Alil*ada. contra costa, at 1 009440, mope. Moveds, placer, Nctal*anto, Iolaaa and Volo cwmtla ioscluding portione o co"ttos in the Late Town Beal r Sruoh 11.13 .0 1.31 .0 .O1 • Ipeay !' 11.17 .tf t.iR .00 .Ol i , Tapotf' ♦1.93 .00 leu .00 .03 UNIA.t OLRIST41, VOt. 41, NO. 74- 810AV. A►0it 13. IRF .. .. ..,r ., n 0'. N • r.M,,.4..../v,Mltlw�. '^^•yrwl•.r....•.,1�►A•WiYMi.l�.'N1L•. ` net•isrtpl NO.cn77-5060 rays 7 OrCtsm iSO. CA77-5040 , page l fringe 110-0110%per0•e-t% �- Oitit Fripp isM11N fe(ISMh NiN!( Editittii 1 Rede ISituo"A%tict ipd/et Neel( Elieinii Arpr.It. Rates N 4 it fi-Osie veiiuin i-//ir Aprt.7t. t FIASttnl:nS T17111M151 ICnnt'd) Aipinn, Awadnr, rt DmfJuln. NcrOrITSt Ilevada, placer, Sacra{menta Alameda and Contra Casts Cos. r t 4n•1 Tc.IO Counties S MSS .455 f 1.60 N.rotere 610.94 , 4L17 / 1.10 .40 .04 .. Colav-tap atrl San Joaquin Cron. 9.43 .60 1.40 M4•ttle. watkerat aittlenen 12 ttnntctey County SAS 1.00 1.70 krttlea W/o pmilpn) 11.19 1.17 1.10 A40 .04 San hrnitn. Santa Ciera and tnam-Ierst Pipe- Santa Crur Countles 0160 .70 1.40 0.r4l.pr1111 Coal tar built up 11.94 1.17 1+10 '.60 1.04 pMaInt:11.1 Alpine. Calavera4. Marlines, . Alam-da County 13.30 .93 1.155 .12 N-rerd. San .toaquln and Contra Conte County 12.72 .90 1.72 .20 Tualin-nr Counties r' 11,•1 lhttte and 0,tntnidt Cnuntlrn lt.49 .41 1.12 .05 Noofeto total*, tit* and FIAMPIM31 Ste4nlritterse Ccwinnition and built up) 11.29 .94 .97 Amadnr INnrthern halt nr felt Machine olm•rstar 11.44 .91 .47 Cnunty!# rt bnrsdnt Snctamoontn, El tlorsdn, placer. Sutter and Tnln. 11-vada, placet (eacluditn Tuba Countien I.nkr TAM,% areal 13.31 1.14 1.410 .14 Rooters 11.10 .95 .40 take Tab" Atea 10.91 .511 •00 1.95 .10 Irserno County Ntrin, San rt4ncie"o and Sontasa Mltofsrs 11.35 .60 .00 enuntiep 11.75 1.110111.50 1.17 .111 Nsrin. "spa. Salsas and Son- ran t%rnitn and Santa Ciara crop. 16.20 .90 1.65 .14 Coantles Can ►turn Cnunty 11.76 3.09 LOS 1.20 .2S Nonfat$ 10.13 .1111 1.20 1.43 .,04 Alpin%, Rowlett 15nulh-rn (attion poetic teorkerst Rsttlewen t2 nt Cn,utty), Calnvrrnn, rrrinn, kettle w/0 pumps) 10.30 .419 1.li l.ii .041 t tlarlp-aa. Nrrcpd. Wintrrry, ttuwastiet "$aeiersl pile- Can dnaquln, Spats Crur. Sutter ?apparel coal tar pitch 11.13 .99 1.20 .1.43 .04 ; Whoops.s. Tonluand Tubo 1 anrte and WpmbOldt Counties , Catrntipa 12.60 1.39 2.00 .10 , Nnofera 10.33 .40 .15 .29 Maps and Probation Counttro 13.31 1.13 11.29 .16 Monterey and Santa Crus Counties Non(ero 10.79 .00 • lots t t San rrancisce aa4 left Matoo Cos. NOofara 10.93 .{i lois 1.14 .ii Mastic 1lorkora and Rettl"wn t2 kettles W/o pampa) 11.111 .90 lots 1.10 .04 % Nituwostlel rx wsterar pips- • `' vrapparat 0001 tar 11.93 .40 Mll 1.10 .94 f :rr.r <. .:"!t";.:- .r , • .� '� r{uf`,,a:'t[;?:i," 341:+� x"�1? ...,...... r �. , tv .., �S. ,.ir.:p1`Cff:SC .. :dt .F �. .. c" � � t i' } "� •,a,. ' off ;t .-. .1 h' ' '. • •'kyr Y: 1..Ir.. }.. i ;. . v LS _ r fEOERAt REOIIiER, VOL. 42, NO. 741--MOAV, ARIL 22, 1977 6 r t14C14 t:A77-1140 Foga 6 p4Cis10M W. CATT•SOiO tats t.r 4aata �� troop Go"1116 Fsima•b .r�..�.e..0.�..�.. MsarlP �LNNee /rleN 8006616 Foregoes Rabe M i N ►aeNaes Vol#$# a salter + Maair tiMssllsa APer'to. SF#1Nstslt FIT MSr lake M s• ►aaeleas Verifies a04t01 wmms1 (Conti'A) At"wels, Control Costa, login, Agee'To, Arador, secraa4nto and Volo Map&, Dan rrancisco, sen Mateo, Counties Is Santa Clogs, Solana and sotwra Rooters - 110,11 41.44 1 1.10 is 1.04 .47 Counties 111.61 .64 .90 .09 araelege and ►itca ll.lU 1.04 1.10 1.04 ,47 6•saining Counties 14.63 .60 .90 .06 son Benito and Santa Ctaca Cos. STtAllllttiiist sool•gar sattlesan it kettle) 10.10 .45 1.14 Al&sada and Contra Coote Cos. 11.34 1.35 2.79 .165 srttT KST&L"BUTAst pal pacts and Murboidt Cos. 11.64 .41 1.12 .05 Alasada. Contra Coat&, Napa fiXIIAggp WOPXLRS1 and Solaro Counties 11.25 .46 Lies 12 .04 Alsse44, Contra Costa. pal Alpine, Calavagos and son Mock, Nu,boldt. Magiw, Maps. Jo&quts Counties 11.77 .66 1.40 .63 San Francisco, son Mateo, Asadoc, Lal Dorado. Movade, Solana and surra Counties 11.62 11.40 .93 l.N Placer, Sacramento, Sutter, at 0014do, Nevada, Placer, Takara. 'Colo &n4 yuls Cos. 1t." .64 1.44 .06 ssctwsta, Buttec, TaMsa, Magtposa. Noticed and lwlmww Volo an/ Imba Counties 11.641 .66 .94 .31 Counties 11.14 .66 1.10 .46 Tlts S1tTTt001 llontuey, Mo Benit,g, tants ' Alasada, Contra Costa, Bel Cisga and Santa Csus Cos. il.is 31e.46 1.445 1.311 Nugta. at 004440, Mumboldt, saw Mateo County 13.63 .66 1.61 .13 Matin, Mope, Nevada, Placer. Oak Norte, Sumr,ol4t, Matin, Saccomsato, Saw Benito, sen Sea Psewcieco and s0r<as Co*. 13.1141 .66 1.74 .13 Francisco, son Mateo, sant, tgsana County 6.11 .66 /.ii ' .411 clogs, Mlana, Senora, suet". AM FLOOa 1AVSRS1 ;Stria. Vola awl Vub4 Cos. t2.N .06 1.34 1.46 .095 Alpine, Amodoc, Catsvecas. Alpine, 11101411094 calavecal+. bR Nagce4 (Bast of the son .lo&gulm an4.T1go/1+mn4 Cuunties 14.31 As .30 1.44 h Jooqulw 4lvocl, son Juaquiw, !gear. 1laclp0ss *net stasc•4 socsasewto)sutler. set+ama, garrottes 6.66 1.N .56 yds Tualumwe. Volo and Vul.a MOrtegay Amo Sesta Ccos Coorottes 11.116 1.41 .61 Cavities/ and tiwas portion* at + sl "alio, Nevada and Placer tAt4t 1101.10AVs1 Counties ioaciuding Lake Tahoe A-New Vest's Beyl 4-N wtiat *eye C-IndelpIll 611404 M t D-Laboc Myr Ateal 14.31 .16 1.35 1.04 .14 t-Tbanasgivi,s Dart r-Chitots&s 0 J. Lake Tstw o Ages ilei .16 .30 Alwda, Contgs coat*, ltatla, liOPtSo �yw•4, leuoteray, rel'*, San a. "Player contributes 41 at 664 o Bawty gees tat over 1 ye re, ser Ice waits. Sen Francisco, son awl 20 of 4asic !wally cats to 6 awltlo to It Vs its as Vol:Ition P4 Matsu. Santa Clago, Santa Crus credit. 449 Valid Mol/days( A t4ram" . Solana and Sano& Counties 1i.30 .60 1.41 b .16 b. Soptayu coatalluts4 6.64 per ow far M g/git give Feu 1 of amp tyswntl Attoc give Vesta Was peg Iseem to Vaca tow and lidays Ilholiter. tw s + f IIPIU1 111GlsT411. VOt. 43. NO. 71--fuaAY, Ap411 23. 1917 ptristops No. CA77-5040 Fnge It Urrirtoli ir0. CA17-5040 Page 12 i.AMISMS -- Group it Asphalt ltntirt•+ nnA Raketet harko, warket Soft stellar 0.dc TA.4t*e401100Fvr..c.1t type' laPr•ral nuggys.ohller Cbaina4w, fallet, lr)lnnder and 11..+tr Etvrveiva hocked Ccw.paCtotn of ail tyr�sr Crxtctptt and n19neR1t• wiser l + nets N A R Peelle.$ Vatetl.. 44/01 1/2 yard and under 1 Conrrrtp pan work( CnncreV Pawl Concrete Split,it. scudetI CIE lt.het and/or rhnringi Cut granttr curb spttrrt Form I al r.erat r I for sal Cr ern cutters, ilendertwi4i ften, Ibtbeetter a, tAn0lainS Alignetwr Jockhnne••r operatnrnr Licking of pip. over 12 incheal 1 Jack-ton and similar tyre Cr•partnrsl ft.ttir..en, Fotm.n and men Croup 1 f 8.295 L 1.00 l 1.70 .10 .10 applying asrhalt, lay-Inld, crengntr, itse-, cauatic and similar i Group Ito) 5.52 1.00 1.10 .90 .10 typo materinlsr rrg•}ing, shepting, whaling. hracking, trench- Croup Iib) 8.7`15 1 o 1.70 .90 l0 jacking, hand-gelded lagginghaataerr Nngnoalty, epnsyresin. i Group i(c) 8.345 1.00 1,70 .90 .10 Wwrrita.r., anA rutnttc wotk•ts twat or PiliFavona nt btrakets Gtoup IId) 9.215 1.00 1.70 .90 10 and rpad•ce. Including t. )l 9tind, Fltvllayera, ciul►gra, banAlra, Group Ile) 9.445 1.00 1.70 .70 .10 pil-rarlrrn. condult isypta, plastic p11,04yvtst Font hnle ► , Croup Iit) 8.475 1.00 1.70 .10 .10 digg•ta - sit, gas anA rlrrtticl Ewer bttrwt ewoepecal Power Croup 2 9.145 1.00 1.10 .10 .10 tamlw'ra of all types ipsropt as Sh wn In Gtoup lir Mae set gun ' Croup ) 9.045 1.00 1.70 .90 .10 and etud gunr nlprap-stonep4vpf and tuck-slinger, Including placing of Sacked eonctpte and/or sand Iwrt or Aty)l notary seatifler, multiple head concroty chlpperl Davis !tench+[ » 700 or Similar tyl.+ IanA all amAll tconcheta)i onto and Oltch witch) Moto- i,AlKitiEitB, till•ri Santitilastprs, Rrtatn, GurwAn, Vasal*aunt Signalling and ICunnitel nlg9in9r Tank Clranernl T(re chat.cat Vitwo-octerd - 0011 float t In connection with Sahoteta' watkl Vibtatotol iltl-pat-It atachituot , 0 SS L.00 i. t.71AO 10 ul4h prensurps hlow,plp. It%" or over, 100 the. ptossure or Overll tttt„tp 11 , t Group Is 4.755 1.00 1.10 .90 .10 hydro Oreder and similar types Lanier beam in connection with , �• ' ocnup It 9.045 1.00 1.70 .90 .t0 Isl.oreti' work l t Croup Iis)i Joy drill gndp) TW-2A# 04rdenor-opnvor lk.del 011141 and statist typo Atillet Track Artilersl Jack leg drillers► ! t Z planond drilivesr Ma9nn drllleral 14wchanict/ drillers - all tylve te9atdives of tylo or method of towers Multiple unit /y .. �t' -4 Millet Mestere and Fowdvcoons All work of loading, placi" . t and blasting of all'pnwder and owploslves of whatever type ro- 1,}'' ' ,1 t, gacrleaa of srthed wood for such loading and pioctngt Nigh - ' �.,... a -� $Calera lineluding drilling of small Tres topport ffit grinder •�, ", Group llhlt Newer clearisto Croup hell burning aha Melding s i e a` .'ri. 3 ..Y }" t � a p <"1 'fY. i ai.'r ,.l. t ',t •t`. � �, s - # ..i' s }a•Jl[.`� a 1 4 '- t if rr � l<.4,; a ;4? I "-� r r� � j W.�,k�r tl,si,-£t t t t 4 ,:.y ,. �. .4• i .asyti� ..b a x � � ( -.trs+el Jt tti f •v.'jpa ) .r. • ,� $j d'' C I, - �. ally i .tet � ... ...-I r _. t, • t t M iS-.3, ti ,t t - � i iP ti@ i� ♦ .... .� FIEVIM 00111111. VOL. 42, NO. 78-FRIDAY, APRIL 22, 1977 ,•* •t. -�: liar' ' 1t _.. _,_... i 1 i • . , t r 1 1 DWIS1 CA77-5444 Pago 1) DOCISION NO. CA77-S040 a Page 14 ti LMK*Z s lcont,dl opo Gcoup 114)1 kapeic Trsckmen and road bads (cut and meet work of subway alter the temporary covac has bean placed) sant f+rlc fries+14a+Ntr►1lrweos ,..__ Group 11*11 1abwlcers o1 general construction work on or In N+nlr H+rrlr Eaec+tiee ball bola touting* and st.att Rear 1+1+11 !f$Y P•erisar Yautt+e +ndl•r Group Iiti/ CUntra Costa County Only$ Plpelayars, Cauiksca, PUiG EQU3P01331f OPrNATOk$ ARG / AMA 3 Rarwlsce, Pjprvrsprrrs, Ctwdult Byer♦ and Plastic plpelryarel Pleasure Pipe Tastes, rva joint pipe and sttlpping of vete, Including repair of voids, Precast Manhole $attar*, Cut In r Group 11 8.70 $10,10 6 1.15` t 2.00 f0 .24 piece, Manhole tor• wattage 41011p21 11145 30.45 1.)5 2.00 114 .24 Group Ir 0.76 10.11 1.154 2,00 .10 .24 GRotap Is A."O t Shovelers# Cement dumpers and handling dry cement Group $c 11.53 11.21 1.35* 2.00 f0 T4 of gypmumt Choke-sottar and sigget (ciaocin wck(r Concrete Group $1 14.42 li'S7 1.35 2,00 f0 2{ S y Group 6s 14,17 U.S7 l.)S` 2.00 ,f0 .it Socket Dumwac and Mutation; Concrete CAlppin# and Gtindlnq# GrouP 7t 14.31 il.72 1.35• 2.00 .110 .14 'Concrete Latorare {vat at 8ryll Orltltt'o Natilsr! Chock Tender( Group 411 10.77 12.12 1.35• 2.40 ,fo .14 Wasslemon, adductares Wdraullc Monitor lover IGO 3W presaurall Group 11r 14.114 11.)# 1.35• 2.00 So ,24 Laadin# and untoadinq, catcying and bandit" of all rods and Group 14s 11.14 12.34 1.1S• 2.44 f0 .14 material* tot use In rslntuiclny Concrete Consteuctfon( PlttabucgA or WAP t4-is 11.25 11.611 1.35" 2.00 So .24 CMipivi, and similar type Scush Sbreddetel Sloper! Singlefout, Group tis 11.61 12.42 1 J 5` 2.04 .110 .24 band ball, pnsuartic tsaport All Wouutic, sic, yes, and *lectrio Group I3-Mt 12.41 11.15 1.15" 1.00 .to .14 touter Jacking of pipe under 11 Inches Group 11-*s 17.17 14,25 1.35+ 2.00 ,110 ,24 Group 3/ All clump rusk of debris, Mra+nb WAbuildings Including Group 31-Cs 11.41 14.55 1.150 7.00 .10 ,24 but not limited to *treat cleanersl Cleaning utd waeMtM W406utre! Canetrwclion lalorato Including belt" bad "natal labotar*! •include+ #.71 Par Mout to (3ri{tman. 1044 aputtar( fir,* MatCA*ri Str*et Cleaners# "gasnots, t Yenolocutd health Wlfare Punct. isrticvltural and Iandacape 14boteces 7ettia4l Liebe$*# acueA losdsiss Pilate, maintenance landscape lawless an now oonetruatlon! Maintenan,:e, Aspall Trsceeen and hoed boder Str*4tcar and Sai1$464 "n*tsu.:tlun Track Labnralel temporary Ott or11 water lines, tltotsull4 of •lmllatr, Ttx/1 rex• attan4antl Pence tractotal Guardeatl ■rectolol on pavement Ma(\ale (button tett*rel 4A r • I,aiOdtR! . . (Gw1r11lsl ' G$oup is W4siee*m ►Itwluding Gunman, Ritesanil soapebl Groun4moa C40rap 11 koboundmen I Gaup 14 General Laborer* �r a t� F9091At 11GIST11. VOI. 42, NO. 74--111DAY. AtGlt 27, 1!177 sse#$mrlr D+erl:l(Rt tin. CA77-SO40 rage 15 DMIS101I 110. CA77-5040 ►sqe Is i'OwKR 1X111111'"1»T OPMATUCS POMST rQU1PMr2lr OPMATORS (Cont'd) ARMS 1 and t T l IMAS 1 and Ill t Ginnie Is Annistarets to rn9lnr-cs 10taltement rirg-mant fleavy Duty Repairman Croup 7s Concrete Conveyor or Concrete Push, Truck air blulhutrsR mounted it-.1porf Offers Drckhandl Signalenanl Switrhmanl Ter Pot riremanit Partsman Room length to applyll Concreto Conveyor, building site$ Deck tstglnrerst If)ravy leuty Repair Mhap pnttR coni trust I+tum"Ixe11 fuller Resyan Pump and aimllat typews Gantry Rt+let , far slmilac)I Uyd1a-ffam10-t for similaril notarial ssolat (2 of more dtuaq l Group 2t Compresnor 01'rrat.+rl Cnnrrrtr "Isar (up to and Including 1 Verrill M-rl+nrrlCRI r(ntwlr-fn Of Spreadrf etachine lanphalt, R.ul+g-r-Gte*rat and Conveyor fl-It oporatt•r (tunnoi)t rot-wan Plot Plants flydraullet Honitorf almilarlt Min• Or Shaft 11ofstr Mlrrrmobllet rovement fervAker with or. Mechanical Conveyor ;handling hulldSnw materialwit "fart nos Op-tator without Cnmptrsso: Cnobireations Pavroont Rreakor, truck mounted t Ironrtrtr pfantlt Pump Op-tatorl Splendor Ror10an twith scre,odelf Tat with CrMoprossnr Ctwmhinatlnnt ripe Rending Marhino (plprtines only)# Pat fit-wan i(wot agitasrdi 1•1pe Cleaning Machine ittwrtot prrrf+rlled and supprettedlt Pipe wrapping Naehlnr Ittaetar propelled and supsortedll 0rtrigeratlon Plant# aoller Gtnup 3: }Ms Ol+eratar lion**11 11rileof+ter R1141rsMan 1019naimanit "otos- Operator (finish aephaltlf Sett-propelled boom tyle lifting drvice reenter mans Inctrnallvrt sellers "nen Chester lconstrnctlon jnh sltell Rotomiat wnurit) 110 tons or less ".R.C.Ir Self-propslled ltlevating Grade Planes t?i+efAtefs srrerilman (Per-pI 8nphaltic ermcrotr p4svi11111 Soil-prope)ttdt Slusher Operstat) 910811 Ttactor (with boar) Soli Tenter# Truck type loader sntmmntically applied ronrrotr curing machine ton streets, highways, Group 011 Aranr-Caatet tar simllaril Ar.(datt Plant t7lginren Cant-In-Plocw altporte and canalwlt Tt-nehing "aching- I"a0irmm digging capacity 3 ft. depthlf Tugger Rntst., sirvile drums Truck Crane. oiler Pipe Laying Itachino) Combination Counties and MNor Operators Concrete batch Plant (multtplo unitwlt !enroll Reading Shield Ilperstnrf Heavy Duty Grnup 411 nattiest Jack Tamport nattast Re901a1:091 Ballast Tamp-r Multi- pepwitm+tn and/of we.ldetl Ren Seal Mnchino for sfmtiaril Pointers ttsadotf putM'Set Barman (anphalf plrentlt rlrvstnr operatnr linaldr)t rack Lift lxoador (up to 2 yds)t "eehanical Trench Shlwldf Portable Crwhinq and of tolmher 9tarket irr+nntruettrm Job sitrlt Sino "antorl Luttrication ail Refroning Piantsr Push Cat) Rubber Toted Pwfth-ar+ving rJulpratnt flip rervlr- Gr+glneer loY.blle Reid gronsr tach► Material Ilolst II dr+trlt to and Including 4S cu, yds. •xtruck• a,r.e.) furllawt T-rutin, Da-tot 10, Shuttiecats Tie Rpacrft v*twetnt bile t It. and stmilats Rubber Toted Distort Pelt-pt*vg-iled C*apactef with tsofarl Sheopfaots TlmMsr Ski44rr Ieubber tlrod or statist equlirmrntle Ttactot Group St Cnopsessor fnwrstnr 12 to Its Concrete "Isety lovet I ystd)s drawn Serapert Tsactnr Trenchi"q Machine! Tit-hatch Paveree Tunnel tote Crencrato Pumps or (h+epnr-tr Planet Gonetatore (100 E.M. of *wail$ Poring Marhinel Welders w.-mM*-wiser isea other 9twltai Pugaifi equilw otl Gf,»ftin9 "Arhlnrt Pres10-ve14 141i-op-tet41411 P+tntp* 11 to lit w►tdinT + 144e11111e0 tpnwerod ether then by eloetNeity) 11 to 71 t Group 91 Canal ringof Dealer niggoc# Chicague foorar conilootfes Nisar ane CoPproasar Igurette)t Combination Slurry Mister and/or Cfeener# Nlghllso•; Grrntp $1 1`1111 Move Rns4 rer#of rt wlmllort Hntwe Touch or tktsl Purpose Cableway (S tons and und*tlf Wit NI-Litt or #fuller 110 ft. or ar►srlle �• A-ftser Ttrtrlt Crtnetaso Belrh rlslnts (vvt or dryll Conetets Saw little Nucking fraehfns itubtwr tire, tail or ttacke typeell frreetoe (wlth boreal 1`11ryw'11e4 unit) a" attrele, highways, altDwttte and canal*# ferillinT and 14-0 of lst*rr and alwilarl 1 "I'll /terhinrty, voriira) and hnrltentat Inst to areely to wateclfpeH, :'t; • '+ 009001 411110 or aarlhan.efslf ctta4osettor, trts4o.Chrekst lsusthersteai of Group 101 Mom-tyvr Rarkti111nq Naehi+af S#{dge Ctornel Coty-tett tot.. + v •� oltivf-rlMrlt "fabling Cableway 1119ne1saef tirweem*tivls lattesw at over 14 similstls Chemical Gtoutlnq Nathis0t Combination Reckboo and leader foretell 0491nn10 Internal full Nish Vihtstot ton attracts• bi+t"*# comale top to sn4 Including 1/1 cu. Va. •.r.e.Is Dterffok 11 aerator# Inquired 01111 wc0le+vMrelI Mechanical rinl*hore tconcrote) (Clecy, Jehnaaa, Slewwll Whose swing 18n9lma femoke ergo fertletit Dettlek Receive (except excavation Stfdfo tweet Cc sintlat typoelt wehsnlcat auto, Curb and/or Curb and, wnfklt tit-tietf toadrfl Mame atograarri Elevating Cream Heavy Duty GuLtef Mach(no, Concrel- at a"rhattf Mttable Ccushestl Post teetveer Ratasy trill Met (Including Colelan rounewtfon wank and Robblms type 'f (M-Mo and Rini jai II rnw-t a+tnt1»Dperator tsettinq elite torso, ate, drfital# Rartiftng Nitrinvor Iot stwttef►f Lift Stab Machines (vgttorg one In tannela)t $h+lletl rrlrr,kman plarbtt-Gresme and s/pilaf! (aaphalRla statist typesll toodef (1 Vow, up to and factualist • yb*.11 Leecuattre e*ncrete pwinhll Self-proq-11od "toctnt laingle tengfnell Self-pro- Over 109 tam*l (81119101 or multiple unitsit Multiple Engine Eacthooving palled Plpellne wrappinq "#chino, t'erault. CBC, or *letter tytws)l Rotor Machina (tuclida, teacote. ete.l (tie tattdm oeraparl# Pre-stun#11111141 turns T"413 flitting drvirn for conctate totem111 Mail Rubber filet/ recapping Nechinef Reserwoit-Dabrife Tug (9019-ftf4wil*4 float/ng11 Rabbnt- tractors Sufface Heater tired Recover. 0r14-10e41n9 (paddle wheals, tete.)/ Shuttle Cas tteclstrs 9tatitetll Single teglne Seravat eves as ye9.t Soil Stabiliser or a Neer equst)f Sub-grader (Gurries ot'other autaMttc type), Tractor. Cos- pressor frill Combinations Track Laying type earth moving mach{ns 191"91e "Ifee.rsith tandem scrapers)l Train loading atatisno vacuum Cooling•teat$ I Mh/clay Crani (up to and including to toseel . -.*:i r... `•`• Y`."'.. 112.:{,:lar tzt.,,.. ...+ ..g-1+.Y, 4. • !'at:i` A���x.,.tYl:1�R.Y.• 11,1: .(. .,.+a.rr'... , ... . . . :, ... .• 4 ,. . . . ., i•.. _ .. .,., it 4.� .. yg a,.,,.�•«.d.' - �, i."�";` � cit-t'>� �. ,... ,.."�..,` ... .. .. • FEOENAL 111E01STEN, cVOt. 42, NO. 76--FRIOAT, APRiL 72, 1977.e,.` well/ . C07-5960 0870 17' mission NO. 4:1677-5040 page* r011i111 iQlllltl0#r OrshA70si ICset'dl 1 IRANIAN I and 11) scamp f0-►11 seckh"'Ihyd9outici (up to and Including 1 cu. yda. 11.9.041 irNs Fdavo 6608016 reporters seethes (C4b101 iup t0 add Including i me. yd. 11.0.0.11 Combination sack- Nwdy rs.sutrs We and Wader over 1/2 ca. yd. 9.r.C.11 Continuous rligbt vts sack isNa Nim ►eaten YeuNee awJ/n flavor fur to and including i ed. yds.) (Cern attached)$ Ccanoo Ino& ovoc10�Nt1t RM1YrUs Ana UIS tons, U mmethe6d and Genteyl$ Gcsile-ells imp to and including 1 Cu y4.lf Fewer Shovels, Clamehvlls, Otaglines, (up so and including 1 Cu. yds. 11.9.0.19 rouse 111440 #single engine}$ self-propelled sea-type Gifting 9019 CMM$MfADRA IvAla Device -propelled soca-type Gifting sugar, under 4 yda, water Device (center mount) lover IS tans) isvol)) bus at Nanhaul dtivsct Concrete pump 11achinal Group lit Automatic canetets slip rata Favor$ Automatic Railroad Car Concrete poop truck lichen Dampest Canal ►ingot Grain arckfiUarr Canal rtinrcl Canal Wittiest fist rack true% is used W/46i1vbing attactoontmt Cranes lover 25 Lona UP to and including U5 oppcapciate flit rack rate to ell Continuous flight via sack Auger over t cu. yd. (including 0$aso)$ shall apply)$ Gump (under 4 GeOtt r$avelift SS64-1 me •tellog 44S tons or ove$Il sigbline Cableray yds. rater level)# Gumrefete lover 5 90"8)1 I0ilde9 lova# 6 148., up 90 and aeClvdiag 12 CU. yae.)# DMS# back tache 4 Ids. water Made Jodi&1-enganslI rause 9luvels, Clam"011s, staglines, sackboss. Lovell$ Gurrstrr tundee 4 yds. Geode-ails favor I yd. and up to and including 7 ca. yds. a,.c.all suebac- rater level)) sacoct or punt tiled earth moving each(nes inultipls propulsion pause units and two cmc driver# Alppst truck Ivi,an 'or awe scrapers) iup to end including 75 cu. Ida. *struck* s,0.e.y f seit- 11419 cock cruet to used propsllod Compactor (with multiple propulsion power unitsll single engine Appropriate fist rack Kate Subber-tired vatthmoving $"chines twith tandem scrapers)$ slip fora . shall sepal)$ pickups$ skids ewer (cancels or aaptulil/ vendee Cater "wet Cornea "it*$ ?coacher Ide(uls bus, under 4 yds. Water ipullfeg attached ahleldif Universal Gfebbar and ewer Crones (sad miallo0 levo►ll Tose delvoca# ?tucks &resell Wbsol s6covotar top to ono inctudtog 160 ca. yd.per bawl# Mhiriey IdoY pso-atcb cwictete ata. C99na towel IS tonal unser 4 Wild. water Leven) ' � iielpe$s1 Na$•hauso11.n i ).595 1 1,L9S .79 99.119 G9ovp LI-At send Nagona lin 0oa)unction With $sae/ RaCAvatnrll +gams IN"CSNrI?srssAGrR iv/an Ideal IIS tonsil Loader (over li cu. Va.# ftp to and Including to Co. 1".11 rower show)• and Oraglines lover 1 sw- yN.. •.0.0.11 subbse raced heft)- auger. 6 yds. and undo9 4 purpose sorib Novlag Machines 12 units Meg 75 go. yds. est9wcbe 11.0.0.11 y4e. rotor Ieveil# swap I6 Isael sacovatar favor 150 cu. was. poi bau9) yam. 894 WADI 6 ydo. wata9 levolil Go$pcimte 16 yds. ahs arovp 11-1111 1&640# favor 1s w. yds,) } under i yds. Water lovelf# Gumpster 14 yda. and uode9 s Group I1-Cr Operator of ilattempt*$ (when wsas to election werkil seaote Ids. Wstec leve$$# skids (dabilo Cantrnited sectlt11aving 1rfulteMnt bun 6 yds. and under i yds. weme Lowell# singfa unit 1fa4 rack 13 male anitit lnduatt(oi Gift ?ruck tmechanicai taibgate/ ?gods (dry pre-batch concrete Alis. 4 yds. WA under 6 Ids. Water levotl )11.94 t.Lio .10 1.44 € •,} «< i91?LtID vsM ofd",rim vNili71 lumdog I.See National Mall 1.495 .70 1.00 fi �.'t. •.4 t .. .. i ' .- >.. �� . ' � ..'. ...:qi; i.}.•,;i. i � p t f 19OU" llRaitlit, VOL. 41, NO. 7f---M111AY. "Ifs 111. )fly ' . ►.p• is dOCISiOt1 M. CA77-5060 ' , rage s0 an:lrlrnr NO. CA77-sn66 rage u r • t }'rlwyt R+wet}tt rsr«renrs 4.55)4. rdwp 11swsllts fatwl•wts posit Meerly [bRaNM Ilw.lr FI+n1bw Rst•s M A• fewsbee Veetdlea wd/wt "VCR IrRfVl7tSt C Rotes NAR feeslewt vwt sloe wetter Apps.It. nnt,d) evil CFMDIT SMIVWM (v/wo UrT JITMBTe, rork Litt 1 10.015 1 1.19 .70 1 1.00 auger, 6 yds. and under 0 yda. vat4.t levellI Dump 16 91RAIt1IT MIR, AOITMOR yds. and 11"44.1 9 y4s. rater Iunder 6 yda.) MOSS 1.195 .70 1.00 � I4.veIll muwlr:tote 16 yda. 1 and undor 6 yds. wator level)# T"1IC11 RRrAI MAM 111MI'tat 10.075 1.195 .70 1.00 Ituspnter 16 yds. and under 0 Poll. voter levollt Skids t4obrlw VACt1UM "UM under 11,500 los, 6 yds. and ander 6 Isola. galinnal 10.065 1.195 .70 1.09 Yater lotwili Trucks Idly Isle- batch conereto- six, 6 yde. e^_IrMlli 7RUCRt Single unit and under 6 yds. rater level) f 10.20 '1 1.195 .70 11).011 flat tack It aale unitli Indvmlrtat Litt Truck A-r"RMR, MIM1'N "UCK51 leolhsnl•:41 tattgateli Is09gym*11e1 Mydt"-111t, &Hatt I'M4,•t tiled tractor Srediah [sane typs 1jettingl# (when uned within toowwterar Jetting and rater truck juris.Hctinnl 10.10 1.19`5 .70 1.00 16,000 gala. and under Soles gals.)# Rubber Used J/1"119i "MIL a MAT#7r TPUCR duatm 10.219 1.195 .70 1.1111 12.500 gets. under 6,n60 gale.} 10.11S t.L9S .70 1.00 MrAVT OM TMMRrOMT Ct"NIMATIm Mtwcv '"I" Ihlgh Med) 10.13 1.195 .70 11.111111 WITH 12112,11 ttannit, Me Agitator is yda. aro# 1n5p 0707921 one OTMStAR •ttdat 0 vote.1 19.151 1.195 .79 1.00 0ri1Am"CAttatr2t 10.26S 1.195 .70 1.M r �nff1k VACIMIM limunt (1.100 gaim. "Roll NIX AGITATOR and under 5.960 gala.) 10.101 1.193 .10 1.00 16 yda. through If yds.) 10.3511 1.195 .10 1.011 RtMerm-flarO IRia CAR front VACUUM TMKX 1`5s`500 gate. 1 •«Ir-1"•deet 119.171 1.195 .70 1.00 and mrder 7.!0111 gele.l 10.165 1.191 .70 1.1111 JMIM6 1f111L11 6 WR IfI V Mit IS.000 lata. 004 under 7,1100 gals.) 10,31S 2.29`5 .70 1.N r .',r�'': t•7f hat:i,{,ri. }f. _ � j'4S.Y•(i.i'iY;73. ?L 11±11'1.;�'.:':�;}n } i ,f T - . .. a -. �.n+d,.• nlapc.{i:''l':4.gn'''ncf.a:,.� .�. 4 :i(p�..(kqr.a,+.t:'w•.r:Yt� S,.-e,+. _. ... I ,. .... ..6",.�§,.. � .Yea � �, s. . .i` •.ba'^'6�.•yr,...,.�Y'.t,;i•''ne 4,•.t.. z. ;'}.i;: - .. .c:' .. }1;;s,r' 3tal.L"se{.�gb�.k'Y: �•' ' :t 1 1,r.:�r;'.. y;'t'i: tp 14.;,1;4.n,!.:I i .., , " ..::t" . . .«.I-,..«:...$...-.:..«.......•..�., : .,}.. ;.i.? .t" •Si, ''• ,1, -art'. t'.i:' � t _ x.Y•.. i S .t,.y,.sa;.• .1. . . .tet,-...... ....:��. ::`.: .:..err.•. }•.r i•�- 7 , `, . • `!."�, :.'.S' 7..,I,.a}•.:y...''1, s', - f•a FEDINAL 0E010TIN, VOL. it, NO. 70-TRIDAY, APRIL it, /0tT owls . CA77-5040 Palo 21 DWISIDN NO. CA76-5010 Pa ! s■ r � f#1006%boobs►Par�901p � f1101p%9s91116 farassl9 1991. ..._.. 89si9 109«l► EivulNs N9wIY "tellse R.N. N s• ►sads01r 100'.094 9014.1 K9bs N d I PIK9)9A9 votollsa sad/a# Allot.It. TAtKZ DRIV1319 (Cont•d) Arp1.1r. TalIM31 DRlyl'As {Canted), rti4A COONT SPRt:MM (w/wo INANSIT Nts AgITAWX lover Auger, ova[ 12 yda. And including is yde, water !8 yds. through 12 yde.I $10.355 0 l.1sS .70 $1.00 towel)I Dunp (over 12 yds. 01gd CIOUM Sfrtid IM Iv/"* and Including Is yds. water ' laveli) Duepereta loves 13 13 sugar, i water and l)$ pl including yde. and Including 16 yda. !2 Vda. 00tH !well! Duelp water level)) Duapl,tat (over IS yds. and including 33 • vas. water level►! Dugclate 13 ydr. sold including Is yds. 0 ya, and Including 12 water lovel)l Silas (debris was. water lave]O set!- Dox. .ler 12 yda, and Including propelled street weeper 14 yda. water level)1 Trucks lacy Pse'batCh concrete vis, Witt* sof!-twlteinad refuselacy Al y41. And Including Dln) skills 14eDrts bow, 0 is water lel) 18.40 1 1.105 1?0 $1.00 Was. and including 12 yda. watu I ,swells Snow so and/ol allow low) fluct i3r P.s. flll s)N TIA TYPtt ' auntlate alis. 0yy40s-andck SUP-IL)AAING TR11pt 10.51 1.105 (y0 1.4 including 11 yds. water lfliCi M1tPAlladAM l0.11S l.!!S .70 l.00 level)) pumpotat to gas. and including I3 was. water level! 18.41 l.10S ,70 1.88 "A CMM dra "Im Ica/wo •user, over !0 yda. and including 24 yaa. castes �Y1t � drlitN9tt)NT lewellt Combination dump and 4 IW»aMct lrwiDeJ) 18.15 1r4fS .T8 l.00 dusp tali/err DuaP lower 10 ({ /AAIMIg Mis AOtTATod Vail. ane including 34 Was. water leve!() Oumperete (ower lower 12 yds. through / is Vas. and Including 34 yds. 14 vd0•i • 10.4'6% 1.10% .10 1.00 watts level!) puspatar (ower U Ids. and including 24 Yds. water lovelii skid (dabrie We. • t r ;.i over to was. and Including 34 yae. water twelii Ttansat 1 Nal egitstor lover 13 yas. t thsough 16 yds.)/ Trucks lacy I Pte-batch concrete sea, owes t , 33 yds. and Including 34 vds. water levels !4.%83 1.10% .14 1.N . i t r Y i i #1094AL U41111ER. VOL. 42, 140. 12--ft{DAY, APRIL 33, 1*17 s .. . a- DECISION P0. CI77-3010 rage 11 ONCIBION 110. CA77-5010 rags 31 rd"fe Pwmonrs rever+are Pett Idey+Ow+Rb rgwooh istef 1100"I f [Ioardae RaElwnOoa 110160+ M•0 rootless Yeeetleo eut/ae Rare* 11 t R rss+les+ YonNas tesla miter 1r•• ; TPUOI OPI tm! LCont'd AIMr•Jr. TitDRIMS co"tldl 1 PO4R Cr"r1#T SFRRPWM lw/wo , WHA C17tmr SPPRAnm w/wa r t stare[, liver t• yet*. and in- anger, "vat SO Tits. and under r t c1114Utq 1S Fela. Witter lovellr IS Ids. oto$ levelit toper 1,.•r atop lover 14 yds. and In- Inver SO yAa. and under iS ` cludlnq 35 yds, water levpllf Tota. water lavol)t "rctoto r blwgw*fotr lower pi film. and lower 30 yelp. slid under 65 Ids. 1 t Inr-lintlnq 1l vela. water le,vollr water loviltr thtmr•tot lovot Ss t D,1Vpster lover 74 Vote. and # File. and under GS Ida. water Including is File. Warm leralit / levoltl Relicoptot pilot Isbell DM 1018, pole, 2110 and other ttanq.ortlnq own at matorlaloll . - atwtlat cot tyre, Torre Cc4114. Skids iotohris hos, ever SO Ids. I.otroWneapulls. Tournartwket, and under 6% Ids. water lvvoit# Euclid 0114 similar type ""lip- Title%* !dry pre-hatch coaeeoto went when ptllllnq Aryua/Pak or wlat over Si Iota, and tNMet 6S wator tank traitors all pilot Tele. water Iov lI s 10.80 >f 1.119 .10 /1l11111 and/of geoaeo tank tfadlers of other Mier.. trailesel Stifle PURA Ctfirlrl' PWrllnrpt Woo lAohris t•r.s, floor 74 Ida. and sugar, over aS Fele. and inetuAl"g 35 y4e. water levelll IheluAlnq s0 was. water Truck iA1y lite-hatch concrete levellt stop Is$ Ida. snot Mie, twee 11 yds, and Including Ineluding s0 Ids. water levolll 1 IS Ids. sister lowsti / 10.06 s 1.193 .70 111.00 ' Onetriste lower s3 Id6.•ane Including 10 Ida. water levellt 'e Pill&CwtrltT Prmr#hT11 IV/w7 numrstof ISS Vito, soil towtuderq • ^ « elrgorl ever 15 yAe. and s0 Ids. Vita# leve!►# skids Inciudlnq 30 yds. water !•relit IAN.rlm Mas. iS Ids. and #. ►, Matp Iwvoe 13 Vito. and (nrla•Nnq Including 40 Vit. Vitt# lnollg , + SO ph. rats# ioveli r 011WI aetr Trucks Idly pro-Match emnerote levet 1S Vila. and thi,101"g SO atm. iS Ido. ani IPelealmil Ids. Nato# level)1 ttiwrpater love 40 710. Vater level) 11.03 1.195 V IS Ism. and lnrtwithq SO Ids. , 1 i water 'level)# skids IAehtle Ms, , + ever 39 Vele. aval Including SO File. wstot lovelM Trucks Idry pts-IretCh concrete Misr Over 13 Ids. 6114 Including 10 786. water level) 10.19 1.191 .lit 1.00 r , � •.erre ::ic•1 ` ,erre, ,.._,:.,- •.. . . � tr. , � ...:.......i%^,�t .. erre.. .. ... .'�.• .5� 1.4 i. .. .. .. _ s -�, erre.. 1 ; s } •1� /,'.+t1r'• t t ' .. , .+w1a� �1/ � .. :.:.' . '. � k t �,erre erre. ,, .. ...erre. , ... , ,erre .. erre t •, •i.S 1 Cr ff"ItA1 oicitiall Y01. i!, NO. FNIOAY, APRIL 32, 1977 t � 1 ' Owta1w. CA77-5440 1 • raga 75 DMISION NO. CA77-5040 Pato 21 Ila ,1. ARIA ' ........�...�.._.. �uLTTOSNIA DEFINITIONS sells f.i•s•1•a•ilrw;••■sere "VCR EQUIPMENT OPERATORS + Navdr Edvteriae Nares N s Y foasloas vasanl•e soil/e, **ASXA 2s All aria• not included within Ara# 1 a• 7Milttt 9*IV=Ss Cooled) ANB.It. /alined below. SBI{ CWJNI $"HmPyt w/wo *AMA l4 All areae Included in the description auger; over 10 Vila. and deftnad below which is based upon township including $5 yds. water and range linea of Areas 1 and 2. loveilt Dump favor 10 yds. and including 65 yds. water coaal►ncint la the Pacific Ocean an cite intension of the Southerly !•velli o,especeto ioveg as line of Township 19S. yds. and Including 55 yd4. Thanes tasterty along the southerly line of Township 195, crooking wktat level)# o,rpetig fever the Mt. Diablo weridlan to the S.M. cursor of tuwoshlp 193, 10 yds. end Including IS yda. + goose 69, Nt. DAM* base line and atctJtan, water 1#Vold Skids idabsfa Thence Southerly to the S.M. cognac of township 20S, resile 69, Doke woe 40 yda. and including thanee teseariy to the a.W# corset of township Jose rang 13t, 95 yda. water levelit Tgueko Thane Southerly to the S.Y. Carole of township H S, range 1390 Idly pose-batch conceal* ale, Thence tostally to the S.M. cognac of townkhtp 115, rants 179, over 00 Td*. and including thence Southerly to the S.M. career of township 22S, ranee 179, $5 ydo, wotag level) ! 11.24 ! 1.195 .76 $1.00 thence latterly to the S.&. caloor Of township 725, Conga Me Thence Southerly to tit* S.M. Cc.:ior of township 235, rants tat. Thence tastsril co the $.5. cornet of township 235, tante 11E, Theace Southerly to the S.Y. coclow of township 24S, rants tit. falling on the Southerly line of Kings County, thence Easterly *Ioag the southatly baun4ocy of Kings eowaty and the Southerly hawnd*ry Of TMIOce County, SO the 3.2. Lar+ cannot of township 245. g#age 299, Thence Northerly to tit* N.C. casual of township 113, tante 291. Thence Weaterly to the M.M. eornut of township 215, tanto 29E, .4 r theace,Mortharly to the M.t. carafe at township M. Conte Me Thence Yestorty to the N.M. cognac at township 03, range Me. �'�' �•' �"`�''» Theace Northerly to the 0.9. censer at township its, tont* 271, t,•.+ .•;4• theaee YOstacly to the M.Y. Cotner if township its. Conte 211, n' ''• `" +^4 Theaes Mortherly to the M.t, corner of town[htp JOS. Cans* 76t. + ''• ,It, �' Silence Westerly to the M.Y. cognac of township JOS, range 26E, Theaco Northerly to the N.1. catnag at township 95, cause 25E, Thong* Wartogly to tit# N.Y. COraer Of township 9S, Canso M. i r lINMCi Northerly to the Net. garner of township $5. ganga 244. Thence Westerly to the N.M. corner of township $S. costa 24t. TMaee Northerly to the N.C. corner at township 65, ranee 23E, Theace Yesteciy to the S.S. corner of township SS. ranks Jit. Thence Northerly go the M.C. Cotner of township SS. r.usio lit. Thence masterly to CIAO N.Y. corset of township 55, rams 19E. • Thence Muetherly to the M.C. Cosner of township 3So range lit. Thence Yesterty to the M.M. garner at township 3s, cans* tat. Thence Northerly to the M.L. Cotner of township ?S. tants 17E, Thoac*Y#statly to Cbe N.Y. cognac of township 2S. range 119, • Thence Morthecl � » y cgosl aN oho !k. Dieitlo hotel las to she N.C. corona of township 2448 range Me thane Westerly to the N.Y. corner Of township 2N. gangs 161. Thence Northerly to ties M.L. Cotner at township 3N, range 15t, thane Yestatty to the N.W. COCc,eT of township 3N, range ISE, TheaCo Mortherly to the M.L. carnvc of township 414, canke lit, • FINIAL tEGISIEa, VOL, 42. NC. 74-1110AY, AfalL 22, 1917 i VIXISI Nie IIJ. CA77-9810 _ isle 7? DEClstdN 110. 1:1477-5010 pole !R Cai•tferotA MA NCtINifIINA fnt t'uwtR r(Outnt.tif Nret'Aluits ttant•d) MWEN mull"t'lly urGRA- its (ront•d)� , Mrpa ! (eo»t•djo Mwea I (cont•d) lisp nce wokterly to the N.wo teener of tow"Alp 4110 tense I4C, Ibroce Vaatrcly to the $.To Cotner of township It", metro IIwo Thence 1lorthprly to tine N.t. cornet of township %N, taotga 11r., lbence thrtherly to the N.C. ratnew of township 1411, range 1211, ' thence up.tprly to the 11.4. Cotner of !own»hip 3N. ran,.* IIt, Thence 4renterty to the N.N. en$ntr of town,hlp lull, range IN. ttpnce Northerly to the list. comet of tnvttshlp ION. tinier 171:, 1hence Nottlterty to the M.C. Cashew of townshlp IONt ratios 13110 Thenen faeterfy to the 5A. coiner of townsbip Its. Tang- Me 'throes Vrstarly to file 11.11. cornett at township ilN, renRa 014 Tbrner Noltholly to the N.t. enrnrr of trwnlAIII. IIs, mope i4G, Throve Soutlwttfy to the st.w. a.>tnrr of township low, tsetse o61t, Tbencp westerly tit the 14A. coiner of townthip till, snnRe lets Thence fastrrfy to the S.C. coiner "t tevnahlp low, tae►,* this ibroep Nmtherfy to the N.C. touter of towonhlp 1511. range 19Gs thtirct southerly to Lha S.N. cornet of townable les, rang 1311, Thence tnprorty to tit- 5.C, cotnrr of tovnabip )Mt. tang• f1r. "Crect westerly to the 11.4, cntmer of towtelttp ISN, tango114. iitena•* Northerly to tl+e N.C. cutuer of to•wtship I6N,tana" iit, Ihrnc• Southerly to the S.W. Cotner of tewnshtp 1•.N. rang 14V fast* ` Throcr rfy to 5.C. entttrt of township Ifs, ran,•! i4C. , Thence Caetarly to this S.C. coon'/ of tewusitlp /411. rang* 1/611, t r Thence Southerly to tit* 5,11. cotnnr of trwtt.htp 11,11, tmitto ISE, Thriu•:e Southerly to the S.W. Cotner of tewnship 130, tsetse Rim, Thence Easterly to the S.K. corner of townntetp 1411. sfin r• 1411., Thenrr Ca!iterly to the S.E. Cotner of township I3N. tanKs 1311, ' t Thcuce Southerly to the S.V. cornet of toJ1i*thip 1311, retire 161. Thrncp Southerly to the S.W. carnes of township rias range law, thence rantorly to it.. 5.C. Cotner of tnwnehlp I)N, rangy 1/tie0 i tbpnre rs%trriy to this S.C. calorie of township fill) tans 181, Ilae»ce Southerly to the ,.11. cntstaw of tovnshlp 1711. ret»µr tors Thrnce Southerly stunt tit@ tarsen► (ins of Samoa IZY t• the • Theote I.asletty ahtng the southewn line of townahtp 12N to the t eaCllir ocean aactoding that poattan of Northam ealltatsis fraatpcit howt-1411 oI tit. stat• of Calitotnta, within loofa Clara County Iwetudrsd within the follawlnl tlast" thence Nnnthweslerlr. theme Northerly along the eastern boundary Cuteta•netnt at the 11.11. Cerner Of tsMs►tp Lis ranoa 39, Ike t ,1 of the state of Califntola to Stan N.E. cotnrr of township 11", Mable baseitna and llerldlano , taugp Ion. t lbruce in a southerly dtrecttem to tit•E.Y. Creawst Of towns blp thence westerly to it,. 11.4. calliper at township till, stanow tor, 2Rs tong* 3t. thew• t:wrth.tty in the M.P. coiner "t to.+t.hlp 24+11, Sa»;a INC, th.nca to a easterly direction to the I.E. corn•(• at township Is throne wprsletly i+ live µ.u. cnre.r til township IN. tangs, lur., tang 6g, e I1..ute N••ith.tty to tier n.r.. comet, of towmahtp aiN, tongrs OC, ihemce to it 0orthrtly direction is thtow N.R. c*torr of township U, .nr• wetatetly In the R.W.nwcornet of tewtablp 11H, rine 1E, $ontos 4E, ileo,• N•uthetty in 11•e N.t+, miner at tnw»alitp ?Ills tango 116, 1Mncr In s Yorstorly dleeetlan to lbs O.Y. estnst sf bwglblp dR; '• � � 111rsw1•et Westerly t" use M.U. tarter of tnionaMp fall, mita at•wrange 3►., t: tb potat of br{Iantag which perattoo to a part of ttionta sh,rshatty to 11.0 41.11. taarnet fit township ION, isnso et, Ares f. than• faetorly t» the S.N. Sooner of intnehlp Vie, tang. Rt. Area I sloe to leedo$ that petetten of Nottietlss calltotato wltlila 11••mrs NostMtly In tie M.R. latest of lewtehip top, Setups are the follodlnl line$$ i1ilbt Shooters wetetelly to the N.Y. Cotes# of towasatp 1041, tangs Ito Cnswentins In tM pacific ttcesn so on aatog$log of tba Msallowilr tbrsncrs I+ntlhtsiy in Ihs R.F. tutelar at tewesbir Voe tntget 6C. lino of towtoMp all, Nt1s►•sldt 118941600 and aortiliaat a Chance $'reslowly tar the P.M. torpor at t•swn.hip ?IM, $ansa It, Throes Resterly •loss tbs Southold, logo of towasbtp IN to the ' 16 tl.rurrs 0otlh•riy deny the Nr. Nobles wrsHdlen to the N.R. S.M. col"or of township ?N, tooth IV, t cosset tit towwthtis of.". rang. 111, thence loutborly is the R.Y. eomot of township 1N, nqs IY,, Thence wneterly to tilt N.w* coiner of township 3411. lancer 411, theses ,sourly otong the Nwwttoldt baasliM to the S.W. eoraol , lfirnca 14outhttiy to the N•e. turner of to"tship 3211. sins• Iwo of township IN, tango It. , thence Wasterly to the N.U. earner ret tuwwship 1711. wore.@ til. thongs lreutMriy to the S.Y. carnet so tewnablp ?Re torp no ' t Thence Southerly Its tela ..w.cntnpr of township "I. retire IV. th*ncs Cootetly to She !.R Cotner so sovnottlp 19, enols it, thructo •aster) to the S.F. cornet es, township ION, too r 74 t r p , s • ; thenee leutbetiy to the S.Y. coSmsr of township As. rattle no Thrncn Southerly to the S.M. ,oraets of i»wnsblp 1411, retnse 411. Tbenee costorly to the S.E. Cotner of township 46, ,riga no thrnta ttstetly to Shp S.r,. Cotner *t tniatship 140. conte fdt, theater Nartbetly to the N.C. Coloir of township no tants 34, !bents Soutborly to the S.W. corner of township 14110 range We Thence westerly to Store 0.11. Colmer of town ?30 few xs tbetncer Irrsteriy to the R.G. career of tewgshtp 1411, range TM, thrnta Nottketiy uooaial the Nteabtttdt Maerl100 to tits S.W. Tbutcs OnSthrerly to Cha M.C. tarnew of towohip'1411, caaga IV, Correct of towneblp IN. waste 310 , tttemto Y*atorfy to the N.V. cornett of township 140, rates" IV, tbonto Easterly olono the Nummidt basollne to the R.R. tess00e towhee Northerly to the N.C. corner of township 1300 tangs iM, ut townsblp 111, range SR. Shone Northerly to the N.R. Corner Of township 111ts, wsnls•ns, tbeate Yerstorly to the N.Y. cotnrr of towgahtp 11110 tongs tR, • • ` Thenee Northerly to tit*N.R. corset of township IDN. tilt fE/llltAt IIEt11STIA, VOL +It, 114. YO-10141AY, AMi! ?t. lrrl Cal •. ,* •� a w owl#—se 10. CA?1-11444, /,qo It � SUPalista s DECISION STATES hinnesot6 COMM Cr liing CALIFORNIA DECISION HIMIEA11 iall7-2064 DATES list* of rubttcattor, AREA DEFINITIONS FOR Suparoe4a6 0tcl6lun Iia, still-2014, dated Itarth IS, 1917 in 42 /i 15243 1. { POYER EQUIPMENT OPERATORS (Coat'd) OESCNIYiIUN OV {KtlUtt Novy i Nlrhway Can6tructit,n ' , � eArea li (Coat'4y " i Thascs Westerly along 4116 Northerly lino to township tow, Into, the Pacific Ocean. + hsis Fdlyss.eduslareeaU Agee r t also includes that portion at Northern California tnctuAtd with- Newly E/euUee I% "so following Imes 46107 NiY P6661640 Yscadq eekler C =m:clnt of the Natthetly bounlltry of the State of California , A��r,tt, • 1 " "1 at the M. , corner of township ASN, ron,ie 7M, HE. Diablo base. , ). lane sad 06114lant EANORINS ,16 .t! Theace Southerly to the S.U. eoraor of township 4411, range 711, •T►sac• Easterly to the S.R. corner of township 44N, ratios 7Y, Thence Southerly to the S.4, cornet at township 43N, ratroa 6Y, Thence rosterty to the $.t, cotaat of townslily 4311, ranee Sill WIN�IUIia/1tt7ft' OPRRATOR.9 , Thence Northatly to the N.E. catuat of township 48N, range SY, on the Nottheily boundary of the State of Calilorests, Asphalt Distributor-Sprsobr 7.26 .16 .IS Thence Westerly along the Notthttly boundary of the State of Asphalt plant 1.64 .14 .is Caltforuls to 4116 polar of begiaaing. Sulidaser 7.65 .14 .0 1 Crusher 6, Screening Plant 7.66 .26 .15 /cont-t16-loader 7,66 ,26 ,111 i Natwr Patrol* 7.ti4 ,26 .IS 1 l 141 t sale i.t1 ,26 ,113 • t Fiatah • �' ,' ; • Tractate-set D-1 !O.4 i,ri ,ti .t! . t,;tr -(:�r•It•�t�` e, �' �r � .a� �.< �� � "�� � TMi!_rx oM1rT,� , ,.y� '�;•r';`.l . i over • ewbte refde 7.A4 e26 .1! Sad-Tractor Trailer 7.20 .26 .• 4 1 •`jj f , 1 t 3-skalds ),)1 ,44 .4S �. 1 x • ' ,qtr 1' lir ` ' • [ •,_ r 1. l•i1, ". 5 " -; ..,- ' iEDtSAt 19COMIts, VOL, 42, NO. 7i---faIDAY, A►Sit 22, 1117 1 Af�lere weerewr�•M4n4MmwwM'dMIN _- t mmiriCATIO14S P. 1 INIFIlATIONS P. 2 I�cctslexl rc11�T-,o19 - Kndy�1 t42 tR 20991 - hpr{1 !7, i9T7! tCC181di fG77-50l9 (t?rant'd "' Alameda, f►Ip1n•, Smnd•nr. Suite P,lep 00.01116 P81."0ale role"00e04Ie*8104016 Calavotaq, colims, Contra Co*t 0e4k istlt 0►1 Nnrtn, ri tk rads, rrvena, iH••,t4 ..� [bssNe* K0a17 ..e" Rbp/ar Reset K L* ft-819110 Y:eN16* 0.4!44 Rates K 6 i I«rdare YetsNea aro/a Glenn. Nu44oldt., Singm, %.Ake, Apr.It. Apt.1r. • LaaeM, RVM•tA, NArin, tNripoAA, Hvndnetna, 14•rc•d, Hodoc, 1%o4t*rvye 4arn, nevaAa. loss Penito. Santa Clare Placer. Pluwes •. , Saeraentn, And Santa Crus CurntAvs San ire»Ito. San rranrisrn. tiectrlrlAne ltl.s0 .77 1%41.154 .OS Ran Joaquln• nan Mateo, Santa Cabin Splicers ISM .77 1161.50 .OS Clara. Santa Ctu:, Sfiasts, ban rrancisco county ` Sierra, Slsklynu, Solana, tloctrlclons 1S.555 1.04 1%4,40 ,00 h 11101111304, StsniglAu*. Autt*r. Cable Spitcvra 17.51 1.04 1%4.90 .06 IOWA. trinity. Tntar+. , SAM Hntva county TunHwne. vain and Tube Moctriclans 17.73 1.16 1161.00 .OS counties, calitnrnin Line asmstrnrtionn tbntta CnatA County changes CrounMi!n 11.40 .70 1%91.00 i `i.•Y /lwcttlrlatilt I Line rqulpmnnt ryrnretorm 11.66 .70 1161.00 •, sloweds County Linefwn 115.20 .70 1401.00 ,+ • " slactrtcia"m $12.41 {1.05 1%41.15 .07Cable Cable Splicers 14.111 1.011 t%+t.tS •Q1 Monterey l' s fi,70 ,10 101.00p Y county � AMMIdor. Caluae, Sacramento. 0 croundtwn 9.42 1.10 1042.10 .06 Sutter. Vain, 11*14 and Wnewenr Technicians 12.56 1.10 1%41.10 .06• those portions or Stpine, Cable Splicuts is." LAD 11+1.70 .06 RI tarradn. M*reds, Placer Maps and ialanm tbartiva and Siarre Counties treat i.inam•n t2.OT .ii I0+1.10 .fli .". of the Slvrrshynntatn CAhle SPltcvta 11.154 .N I0+1.10 .04 � Watershed Alameda County 6{111Ii1 ileveliciano 11.19 .411 1%:.015 .045 cenutbo n 4.69 LOS 1161.15 " AI � 1A Cable Spliee.ta ISA) .415 WAS •3011 Uneven 12.91 2.05 Mils .01 Tunnolt Line tquipmvnt Operators 11.62 LOS 11141.15 .07 flvetticisne 14.52 .415 114.05 .04S ion rraneisco county 1 Cabin Splicers 15.47 .95 WAS .045 ctoundmvn 11.25 1.04 1114.90 .06 e Contra tb*ta County tlnesenr Technicians 111.50S 1.04 114.40 .06 llectric/ons 15.20 .70 Ii41.00 Cable Splicers 17.53 1.04 1114.40 .06 cable Arlicrrm 16.70 .70 11141.00 len ivnita. SantA Clara. Monterey comty and Seats Clue t>centiv e 'ilectxicisns 12.50 1.10 1x1.30 . •06 eroundmen 1 ISM .97 11141.110 1.011 Cob Is Splicers 17.0t 1.10 1%41.30 •N Unmeant Lina rquilmwnt Operators 11.70 .611 t1141.S0 •011 Cable Splicers 15.41 .il list.110 AS ' Pl4relrermt Steantittent • Ort Norte and Nunboldt can. 11.92 .71 1.12 .05 Sprinkler yittersr Newinin4 Counties 15.07 .615 .415 .00, 1• e, '.l.c j X11`. .{.F`•.'i!l+••,`` • ` low .mej ., I. :::-•`:.f ..�'1�.. • .1 ' .. .. � meg' .� nolltuu lttasm, VOL ax. Na. WINDAY, juts to. »» �3 NODIfiCAT1011S P, l HDOIfICATIOUS P. 1 w l isclilan N0. Ca77-5019 ldant'd factilaw N0. CA77-1010 (Cont,41 Idge searNh►graze • teaPs ••�•'�" ••� eals 110090teaells f.ysesu Newly RdsasNn 0:414W sw1M [dreaPlea ' less M l 9 Fearlaea Vsssslaa eal/a less$ N 6 e fearless Yosef se aad/st apr.Te. aNs.To. iddt San Bonita, ssnta Clara PIasurero Toadera/ and Santa Cruz Counties San Francisco and ion Macao Slectricians 111.80 .77 1 +1 50 O5 oouaWs $0.p 00 51,20 51.25 Cable #pitoarr 11.53 ,77 1141,01:S0 .OS San Francisco County slactsicians IS.$*% 1.01 14*.90 .06 HOW Ma. Ca77-1010 -Mkotl 91 Cal,to splicer• 17.51 1.04 14#.90 .06 &:a PB 21012 - April 22, 1977) isiseOA triciana1ty 11.73 1.11 3411.00 .03 tiMade. Slpiae, amador,+ Flnrt.ere, stsaofitterso Glaser", cuntro Costa, Bal 41 Norteand Nuatsoldt ane. 11.61 .71 1.12 .06 1 earto, at tUrado, Ireano, Sprinkler 1,Ittsrer eukso/dt, Paris. Moslposa, tiasaininq Counties 11.07 .61 .91 .00 logged, Monterey, Napa, Mesado, tiaosr, Sacrazonta, � Ban Bonito, Sas Francisco, 1 plasterers Tonaszot Ban Joaquin. Sae Mateo, San Francisco WA San Macao tamta Clore, Santa Crus. Solan , Counties 9.00 .10 1.20 11.21 somas, $Uttar, !atria, Tualulme. Volo sea F41,a ` tlwtt)es. California Sla�tiiclacos Biooeds county, atectriaians 112.91 $&.as lttl.16 .03 Cable 9pllcers 14.52 1.05 111tl.16 .01 &&&Aar. Sacrasrnta. Sutter. vote. Vara end those r ' portions of alpine, n 11 Buesdu. Nue146 and Pietist arustlss vast of the Main Sierra Mountain „r Natorshed electricians 14.» 95 Itt.05 .045 Cable spllarrs 15.03 .9S 19#.15 .04S psatrs coats County Blectslolase 15.20 .70 101.00 • Cable Sptiaare 16.70 .10 101.00 Mantany Monty electricians 12.50 1.10 it#2.30 .06 Cobts apliaap 11.11 1.10 102.2a .06 • +� RURAL 1101SUR, VOL 9=. NO. 111-fMIQAY, JUN! it, 1071 I + metricATions P. 3 No 0911111AINS.s P. 4 ; �� � IIIyt•t:itlltt 315.1.,I l+ij.RYiy.,.liSn_yt•+i� r.l■q•0•n.bN IYrvMs INKIILR_09-CII??-el - NMI raw s,hthll Pgomwass 0.1!11 !felt Iry r0 20!!1 n Aprt I?, 14771 N1■dq ElsteNes Rots, NA If 1',•.1#84• vesttl«e f1tsd'att Alalede. Alpine. Amdor. Butte 0a•I N s! p•ssbss vesoliss tslra AW.to. calavtira0. Coto!!. Contra Arm&U ..._._ Colter MR sbrte, 21 eatedo, hwnkn. ttida.t4, s:act.xs.•nto. Fromm. Glenn. NYaboldt, signs Sultrt, Y+rlu, valla hold Ltttoo loosen, Maden, IUrlps th•o.a pnlinu.. of hipinv. Net/loom. Nendacleo; NprCld, 1:1 1•,l uW, 0•v4da. rid1.•or It I. Nsntorev, nape. levede, ding 511.6 64 tihndlops Ih•nt pleeet. plume, rimmento, ..I tht. 011.11.4 111+IaltaHs stn belle, am psaarMco. ban wall-1.1111.1 aw"Usn. Mn Mteo. $ant! Klertrlugalw 5 14.39 .9S it+.0% .04S Clara, stnto cies. $hosta, cable 0plgcusa 15.tlJ ,95 INNS .045 llerrt. 01t01yos, b1u10, lut.m Cat !•sw14. NRapisleue, latter, C1.rlsl.:lans 11.57 .95 II+.N4 .OIS veham, Trin/ty. vulare, t:al.tr :1l•il.rstl 15.91 .91 140.911 .045 15ltoigme s veto 04 vuho Lean t u,.w At v.I tbtlnR/eve California + iavrU u•idi+•1 11.90 .67 111.71 .04 t Cdl.te 0111Ives fa 15.20 .61 itt./t .00 lrlsNlaretOt stOneMlontr minor. nIn141, I.wwn, Vkhlow, , r/u1►In, .Silas•t. 01.a item, Det Ibrte, fYtlboldt, #AS, Tohim t 0m1 I's inIty t'.Mtltlrs IYrin, NNtdtelno, bpi, leo Gla,:u gCians 11.90 .e7 111.705 .04 IVenclacof sla nateo, ` C.11.Ie ::p11e.:1u 13.10 .01 341.105 .04 N1111Iv11a, MOSSO, SWAM epi"InIty Counties { 11.43 1 11.150 1 1.10 1 1.00 .015' 'eat act t ►mets, stop, Msdne, 1 111 i Ielenai table 0 Nsttpola And Molted Comtism 11.55 .!s 1.011 mber Ul! S-ru"Plra 12.50 .67 J11.10S .04 3151+Ir Opllcrtu 13,01 .07 J#1.7YS .01 A hoomIkick- eMOrtt , cal ovt:,dn stili San .3-1.1-101111 W. get lrtMle, NIMb Nsdera ottll g . Klautllcl.assi' h•chnlcianu 12.15 .92 311+3.?S .01 tri lMtarO•slanebt 110.113 .# 1.40 labia cpllcara 13.61 .92 JI11.?5 .01 U mtrlelleel con,tsa c%nita tdwtnry now"00may ti Clewt11c1snn 15.20 .10 1111.00 amarN10n0 33.03 15.11! 15041./f .03 Cdilitl 01.13rata 16.70 .70 1N1.00 • c""Baste 16.113 toss 3141.15 .07 . lstll outgo 411.1 lh1.4rrlhlt Cos. • Clrctstcldno 11.25 .00 3111.aS .04 cable Spllcrts 12.15 .00 I411.6s .04 l . repsnn. Kiraly, iudere dont 1 Tolam. l9nlnt le s lleclrlcldnt 12.91 .7s 13/.95 .05 Cable Spik-ore 14.20 .75, 366.9s ,OS ...». .. .t or .45 .. - � ... .... • �.• t. .. } t? #s � 4': .i.. 11,;11.. r. n '_~.Clot +•• .. _. Oe�11 • MUAL NIGGI N. VOL. 4'3. [IO0 i-•isNiAv. 2YtY s, lett i `� •. ! ard•,+u.-•-•i alb�.R+++A•!+'t1"rttillM""!aN�t�..M'+arW."�N J e•. .. .• t N IMRMMt o►+Srt1Ms'.+MawtsM"d mouiricATlonS F. 5 'IIDnIrICA110ns Pe 6 • IIUCISIIpI 110. CA77-5019 Ltflllt•dl 0 DECISION No. 01177-5039 Icti`nt'�d Bask Fd•te Monello$Perstals t eeafe FdaOe 110001119 Forams , IlemlrNee,ll ElaesN00 Elarnlae Bales N B t1 P00s1009 YataNaa aa4b0 Babe N�s PIa61•a1 Vatallea 001/a. 0FP1•It. 31001. To. Fresno, Nings,'Naderf and Ir , Tulare rountles Oke, Karin. Nandoclno and Grcosindwcn 6 12.09 .7s ]%tees I .011 6 90nte9s Counties . Llneweni I.Ine l:luilmsent Blectriclana ' 1 12.611 .61 116•30 .02 Gperalnrs 12.91 ,75 31e.9s .011 Cable splicers 11.91 .41 111•30 ,03 Ca1+le Spllcnrs 16.20 •7S 310,17 NarlPosa, Narced, Stanlalaut Nenterpy County and Tuolumne Counties Grnundarn 1.62 1.18 3102.34 �, .K Clectrlclans 1.13 .62 11 11 Listesens Technicians 12.56 1.10 )102.!1) .K Cable splicers 10.11 .62 31 11 Cable Spllcptm 1).10 1.10 ]102.10 on ,K Mterey county Napa and &nano Counties Itlectrlclans 11.50 1.10 3102.30 .06 Linemen 12.07 .64 !%11.10 + .06 Cable Splices* 1.10 ]102.l0. 06 Cable spllcats 1).114 .64 1161:10 .04 Napa and Solana Counties Alsoonds County Slecttlelan■ 12.01 .61 310.411 ,04 Groundsan 1.69 1.0% 3101.Is .43 Cable Splicers 13.14 .66 316,15 ,01 Linemen 12.11 1.07 3161.13 603 Ban Benitue Santa Clara and I.Ine Pqulpment Operators 11.62 I.as 1161.15 '.63 Santa Club Counties Numl-oldt County B10clticlans 11.40 .77 ]101.50 as Grnulplown 1.40 .60 !161.411 .44 Cahle Splicers 17.51 .77 3101.50 ,Os I.Inewen 11.21 .60 3101.05 .116 Ban rranclaco County Cable splicers 12.1% .40 3111.07 .04 ftleetrlclan■ 1S•%1S 1.06 310.10 ,06 Son Ptanclaeo County Cable Splicers 11.5] 1.04 , 116.10 .06 Gloundwcn 11.25 1.06 310.10 .K Ban Nalea County Lloor ew Technicians 17.70 1.06 116.110 ,41 Cleceticlane 11.77 .02 )10.50 1 .0] Cable L'plicnrs 17.51 1.06 )%6.110 .K Lalheral San Bonito, Santa Clara, Calaearae and San Jaululll and Santa Clue Counties 1 + Counties 11.70 •66 ,55 .01 Glnun4owen 11.65 .67 1%61.70 ' ' .N Line Cansl/uctlonl Linesenl 1•Ine Sjullwenl 1 Contta Costa County q.eralnrs 11.10 .61 1161.50 .q Gro�ln,lmen 11.10 •70 1601.00 Cable slelicera IS.41 .87 1101.1141 .bee 41na &itIlwnt opatatots 13.64 .70 3111.00 Plastetetsl 1.. 1' In: IS.30 .70 3061.00 141 Notte. Mudynidt. Lessen 1 Cable 0plWere; 16.70 .10 ]111.00 ItA+rthtrcalern hal/1. Matin/ 1 1txkv. Napa, Shoals. .• Slaklynu, Solana, So+nlwA. , 1 Tehama alul Trinity r.wmllpti 18.25 •91 .111 1.14 ,601 1 A. Wank • 1 1 : a..-... ..... , 1 FEDERAL REGISTER, VOL. 49. NO. 131-FRIDAY, JULY 8, I977 W MDOIFICA110MS F. I imi rICA 110N5 P. 0 . • w DOC CA77-501! Cnnt'd 1 1 m 'G77-1141! t'd GGCIS1011 trod -""��• FA•p Brn•IIU P•rn.•nes 9.411 filly 11•e•Gh Pgrl•nU 11.11911 _....�. fl•wdr [�r,•11•n M•vIt [/rsalbe walot N A M Psnslo•s Y•,:Nen •Riot I H A N P•esl••s vatstl•e 6009f Apps. Am.It, soft Floor layores taborer• 1Gunnitels Ctoup 1 1 9.215 1 1.25 1 1.70 1 1.10 .10 Alpine, AMdot, es, at Group 2 1.645 1.25 1.70 1.10 .10 Ekirsd . Glenn, Cn, Le on Group 1 1.525 1.25 1.70 1.10 .10 Gnrado, Gienn, basun {taclvd{ny Money taRt Tunnel and Shaft works Group1 10.145 1.25 1.70 1.10 .10 Areal, Merced lout of Grouf Sh ,Piutaas, 2 ' 10.015 1.25 1.70 1.10 .10 Ban Joaquin e . Group 1 9.155 1.25 1.70 1.10 .10 San Joagwln, Shasta, r Gtoup ; 9.7.15 1.25 1.70 4 1.10 .10 sactaa, o, Stanlalitit 10tcckinq works 9uttot, Taholo,and Tuba Croup ! 0.775 1.25 1.70 1.10 .10 iyuntles Volo and puha Group 2 9.625 1.25 1.70 1.10 .10 ofunt10o and those Inttlwss of el tbsallo, M9wdo, Group 1 0.525 1.25 1.70 1.10 .10 Places and States Counties lesclwdlnq Lest Taboo Areal 1 10.71 .N 1 1.10 1 1.00 .10 %grotto slnraeesr Alslods. Contra Coots, Dol "Otte, Numboldt, Lake, 111011n, Mendocino, Irapa, eon ►tarecleco, son Mateo, Z elsklyou, Bolan, sonoe>ft sew! Trinity Counties 11.12 1.1111 1.11 1.60 0 til• settetol n 7190104 alrhs, Holders. m Nsllposo. Mrtcoo otwl ' N Tulste auwntlt9 10.25 1.00 .110 Issnte ey, iM $"to Ctwt Conant Its 1 11.41 1.09 1.10 Labotet N aroor1 1.77 1.1111 1.14 1.10 .10 Grow 219} a 9.90 1.25 1.76 1.19 .10 arowp 119) s 9.27 1.2% 1.70 1.10 .10 111owp lie) 0.62 1.3s 1.10 1.10 .10 Groep 1141 1,72 1.15 1.70 1.10 .10 a11Aef iter 9.111 1.1111 11.10 1.10 .10 , atou* i1F1 '. 0.97 1.1111 1.76 1.10 .10 agomp 11 ,1 0.611, 1.35 1.11 1.10 .10 at9wR 2 t 0.52 1.1111 1.7! 1.10 .10 • Y. 1 . .•aa. .._. •tie'. sv ..�'„ '<}'t...-�„ .`1+ P90IRAL RIGi1111111, VOL, 42, NO.0-FR10AY, July 11, 1977 i%lD1ruAT3DKS p. 9 "381FICATIONS P. 10 } 111010 ND. A71-500 Want% / f laslc Oda$*Rvaabtt Parasols + Note 6.adh►arMMo 1 !reit 1St/Rt 110. CA77-SO40 - Mad. Nrrdr 4jrrtlttn Nevrlr 64MSMss MAr/r.1.. MNIf. 142 ra-21012 - April 22. 19711 Rut+ N l M pendant vacation andhr Renk M e M paarlsas Vele ae ZOZ r Alameda, Alpine, • edoc. - Colavel0 Cantu .Costa Nor,::eel C1 Dorado, beano, tlactrletans 14 otorieslt 16u00x%idt. Merin, Matiposs, ; tiectticions 1 11.00 .61 11+.701 .61 fleeced, Monterey. Napa. Cobl4 Spilcera 11.16 .61 10+.1V1 t .44 Nev,*ds, Placer, socf"enta. Calovoras and Rall Joaiule can San Benita, San Francisco, e14ot9kclsnI MIS .ii 1101.25 ' .61 San Jna+juin, San Natio, Cable Splicers 11.61 .8i 1001.26 .61 Santa Claim, Santa Cruz, Contra Costa County } Solano, Sonoma, 6uttar. electricians 11.20 .11 10+1.00 Tehama, Tuolumne, yoto and Cable Sp!leers tt.ti .70 10+1.40 Yuba Counties. California I bel Norte and Kumboldt Cos. ' electricians 1!.111 .60 11+1.86 .64 C!1j119!! Cable spilcerd 12.1S .86 is 1.06 264 011cklaystst Staneuastm4% Karin and solrona counties Dal Norte. Humboldt, Marin, + electricians Ii.iS .61 is+.li 1 .01 Map,*, San Ytatectsco, Son Cable Splicers 11.01 .61 300,16 '1 .68 Notice, Solana and Sonoma Kwttetay County t. . ' Counties i 11.42 4 1.50 6 1.10 i 1.00 .iS electricians ll.Si 1.10 n7014 Prean, Matkposo and Cabin splicers 11.81 1.10 3§3101 't ` .K I Merced vountlas 11.55 .85 1.00 Kapa and 0olsem ibstetle4 brick Tenderer tivetticiane 19.67 .66 WAS .44 r • ' Freabo County 10.15 .00 1.40 Cable Splicers 11.11 .66 WAS .64 bleatticiana% I ion leeito, Santa Cisco aM r �• i + Alameda CountySanta Ctus Coastal" tiecrticians 12.01 1.46 71101.1% all electricians 11.60 Cable Splicers 14.52 1.45 10+1.11 .83 Cable 1pliceire 16.113 .17 1001.60 ;� rtRy r tl Amateur. Sar.tamanto, Sutter, San Prsnclacer County Yoko. Yuba and those partial r electricians 15.118% 1.64 300.10 .K Of Alpine, at tU1640, "evetag Cable 0pllesrs 11.61 1.44 71+.88 .K and Place% Counties Meat of 14tharat the Win &lose& mountain Coloveras and Ne•/sags/e ' 16atershed Counties 11.70 .40 .55 .11 elacteletans 14.30 .05 704.05 .045 Fla&taterat Cable sptketta 15.13 .011 WAS .045 Dei 160904. *Aftldt. harlot. lake Tahoe Atea Napa, solved. Gonoma Med Clecttict,*na 11.01 .47 1i+.17 .00 Tehvses Counties 16.10 .84 .6i 1.16 .61 Cable !plica%• I5.76 .47 70+.11 .04 Toluene County electrician (Faulty residences, limited to , 3 atarivst 6.11 1.12 10+.111 .44 • . r .i 211 y' ..�.�k RURAL 111GISIGN, VOL. 42. NO. 131-10OAV. 1Wf1 M. m? t ownrimmis P. 11 HODIFICATIOHs Po T2 �? e OCIstoN 110. G17-SO4o lCostildl NOle ' f.Mp i•ndtse faya+sats Fois e 90061116 Payments bdr Mnwt, El*sall" Havolor E4*eatas blas M&N reasons# Vaal** and/or Now H 6 M read.". V*+edes an4/*s aq,,it. Decision 1 f1.71-1065 OArne it. Soft floor !ayes" - Old. 1 1 Alpine. Amudor, Calaveraot �i2 d'it-24'.75 -ttiy i1, 197�j Nerved (East of lh* San Brevard a Valusle' I+.apa Kennedy, Joaquin Itiverl,San Joaquin, Konnedy Spave flight Centel and Sacrawento, Sutter, Tehama, Patrick his force Base only and Tualuane. Volo and Tuba Including "Vial,ar Had-If Site), Ctwntleat and those Doe- ftorids. !tans of III Dorado, Nevada and *lacer Counties (ea- SLIanvl•t eluding take Tahoe Areal 1 10.11 .14 1 1.20 1 1.00 .10 Mn 1. 1 1 In Jane 1, 1971 redera Tarrasao Markeses W-41ster In,hlicatto+t to flood, f 1►lamaaa. atntra Costa. Dat tlatte, Nuwoldt. Iter tn, Nx:ii:ItNi A -)t► 0 - 144311. fro Napa. Sam henclaco, Sen )y )I F'!! mmo I Sei,tumi er ;'f.19"1T Matto. Solano and Soewtoa titatewide, Georgia Counties 11.41 1.90 1.10 1.00 int:"setters! protests, Msrtpoes end Clue n_t Nege"O mottlot 10.25 1.00 .So IV.XIIItlrIOI_OF VOHK to read" tAanbttf• sed santo cru/ t counties 12.41 1.09 ' lots Hl0bway Ceaatroctlou (does Bot Iaboseres include airport runways and Z Clomp 1 0.715 1.11 1.70 1.10 .10 tmaivnyel brldyas over navi0a- O Group list 9.00 lots 1.70 1.10 .10 ble vateral turntelol rust area .S Oreur 110) 9.2111 1.15 1.70 1.10 .10 which tncludo building *true- A Group Pict 000211 . tots 1.70 1.10 .14 latest railroad counttuction{ Grew 110► 9.71s lots 1.70 tole .10 ted l.'tvind aaaoeiatod with Ors#tp lfet 9.225 loss 1.70 1.10 .10 building construction). Gtqup ill) 0.975 1.111 1.70 4.10 .10 Group t 0.615 1.25 1.70 1.10 .10 • 4eewp i 0.5111 1.25 1.70 1.10 .10 foebome (Oumnitels IW.Ct51ts1 X4 Orsep 1 9.839 1.25 1.70 1.10 .10 (42 I'N 24511 - Nay 11, ('111) am* 1 0.645 1.25 1.70 1.10 .10 Statewide Idaho + Uoup 1 11.1529 ton 1.70 1.10 .10 1 chs t ' � Irorworkarsr ' 0eu01111116 Ciounties and Chose � ',) 'f •' Portia not of Adrn+s. Idatoo , 4 Valley, Mae1+1t+0tun Counties located South of the Meisel • C146ouavtlte Lltta 110.69 .411 11.1! .Ot� Y r fMIAi 11011110. VOL 42, NO. 101-FSIDAY;N1lY 111.191IF1 twoli(6A1 iIKIS to 13 t • ' 4rII0uiricoutots P. 4 IawlrlcA11ur15 1`. � - hIC17- llnd. /S PFC3511NNo. CA27-5039 (cant,01 40FN NQ9A (ril r....�-�.�� 22, !''+t1} PrigeisaeNlstopoeste Alameda, Alpine, Amad." Dutln, Bs.tr F,Iq-�BsarNH Par.•sn• Be.lc r Calaveras, Culusa, Gmtta it•wlr Edrrsnes Nes,1/ Costa, ikt Norte. Ll M.rado. 0.i•. N 6• Pes►lsas Yecetl.s -01/00t Run N 1 N ►gasbag Ysa1Ms' isd/tei ., 1a Ftesno, Memo, 1104-1-01111., yl"as, , Lake, Lassen, Hollers. Haitn, se plot fro$&. Nrnduclun, "erred, 4a Nadoc, Noatetey, Uspa, ttrvada, Sall a Benito and Banta Ciera I Counties i 11.69 1 .�� 1 1.75 SanPlaBe to, Sail 6actanscis, Plutheral Stowtitterot ' San Benito, Sau Frsnc{ata, San , Joaquin, S■n patent Santa Medoc tNorthern half of Cloth. Santa Crut, Shasta, County). Sactmwlilo, Vale, Starts. Slsklyou, Solann, 9t toted*, Nevada, tater, Snnoma, Stanlaleus, Sutter, and Sletta Counties las• leltams, Tr hrity, ?"tore, eluding Lake Takes Arsa) 13.94 /.21 1.01 .14 Tuolumone, Volo and liths Sheet Hotel Nalkersl Counting, Ceitfatnts Amid"+, Butts. Ca/use; 91 Dorado, Glenn, Loseent G�auS�, Novelle, Placer, Pilseaa, Catyrnterat Sacrsleento, Shoats, Sierra, rarpantrn i Ii.ii i loll i 1.71 ,BS .06 Sutter, tokaw, Tale and llerdweod Floor Leyersl Power Tuba Counties 61.66 •76 Sow everatortl 3a" Fifetei Shtng►ersl Steel Scaffatd A t l Lattors and/or Steal Shot- Lists Construaltont Inp gvectors 11.60 1.12 1.71 .15 ,06 Lake, Noting Neadociaa and ' Nliivrights 12.15 1.12 1.71 .I5 .06 Sonowo Counties giectricisnst otaundnon 1.110 1.11 30 •40 s!1 bhe, hstln, tlendocinu and Line Rqulpsiont operators 11.11 I'll !1A3111 so I •01 Saneee Counties Lille"" 11.65 loll Ik •40 oi�l�• Electrician 11.35 1.11 30 .30 .01 Cable splicers 12.61 I.II no .40 .i1 Cable Splicers 13.41 1.11 Ski .lo .01 Bulls, Clean, Lesson, Nodoc. Pi+asas. Shasta, Sisklyou, Tehewa and ttinity Counties glut trtelans 12.14 loll All. .10 .04 Cable SplMrs 13.46 1.11 3k+ .10 .04 Tunnel! glertrfeienst Cable Splicer. + t Nelpors 11.65 1.11 110 .10 .04 Cable Splicers 14.14 1.11 30 .10 .04 ;,. . . .. :rte'_;'<#(..�••+.?�- .. }>�::C+<a't.�-r sit ... ! ...rtj •'4"11.6!.{.,f:.' i r. ., .. _ }'.=site;,.G {e-•`_•+` _ _..t._.•, .. .: s•,<.'...�,"..,,.}}•rt"{,".<+.!: . s8 :<: .. - ' �t t. y{v s.i.:, li'G..) � } r .. .. . . .. sr,..'C.,:;.•., r.: , ., .• .. .e +rid .. - s Ui. .,•,...: '}V. Sim '. a• , `fit . ..;.,-. rya .. ... • , . i e,l FINIAL 4110111111, VOL. 421 NO. 141--i01tiAY, MY 02, lily • TplutrlCAfltRlS_P. 10 i WIFICAt1011S P. 9 iwctstop"wool 41 cA ata - Nod=is 4t li0it-- Aprit 7J. tlf7) fetal:iradlN Patweals fICCiSlotl M1_ tT76-117] - Nwd. 01 flop 11aartits Pgarala Atemads, Alpine, Ansdor, caste ~ASN - Nre�+ubei 2N,'�3r i Basta Edvutba Calaveras Contra Colts, net Nao.it Edorallea Itartfotd. Nlddirrra. Hew HIM" it•s+lr parte EI Dorado Fresno Rates N L 0 Prasisas YaraNaa sad/to Neu Landon and 'fatiand Resist N S p Pradsws Yas:Nan sada t e t APP..Ts. Apr.tr. Ntarboldt, Marin, Hatipasa, tountirso cotntecticot Nercrd, 1lontntey, Napa, N•veda i + Pistol, Satteatentat San Benito CHAlN:Ia Son Froncisca, San Joaquin, Son Matra, Santa Ciatn, Santa L11CIRICIAIP-t Clear, Solana. Sontrtea, Suttet, Nlddtrsrs Countyr Yahoos, Tnoioane. Toto and Centerbrook, Chester, Mille y Tuba Counties, California Cobalt, Drop Rlvrt, ituthaw, !. tla••Pian. Esseat Haddam, « Chan er itittantm+, ivatyror., tiiddir Carpentrrse tta+ldate, f{oodus, aid Snybtoo{, carpenters 1 !l.b5 1.22 1.71 ,As .06 Aockfalt aad Uestbtook ;10.16 1.20 1x 0.40 atdmueed Floor Layersl pone Sar apetatarsl Sow F1lsts1 New Itavo•u tountyt Shlrylets( $test Scaffold Ansunta. Branforift chesh(te, ttectors and)or Steel Shot herby, nullferd, Madison. tag arettols 11.00 1.12 toil .As .04 Nrrlden, Now Haven, Ntttwtilhls 11.15 1.21 1.71 .Ss .Ob N. slanfotd, N. tlaven, Eisetritlsnsr tturthlord, Orange. South Nal end Sontvaa Counties Britain slid Uailintfuld 10.36 t.10 22(.40 ltettl/clans It.lS 1.11 30 .10 .02 Cable Splicers I 13.6! 1.11 324 .30 .01 Ncw Lonitun Countyr { O lehwt Couaile + 010 Lyase sod Vaterford 10.36 1,10 121.40 !{*sttiet6ns (4 :toriea)r ' Electricians 12.14 i.11 31+ .10 .64 Cable Spileiir• 13.66 1.11 3x0 .10, .O4 1101 4otMtai � Dien Menito,snd Sento Cialai CeasTUo, 12.69 .PR 1.13 plis6iaael Stealafttesrar � Arodar (Matthstn hall; of Ceaary). Soereaento, Volo, o tidevedo, Nevsds and a ; Placer Ceu*0s1 (eaeisdtty t+ " L*Le Vahsa Ate*) Moto .1.32 l.it .14 ftMatt Natio patisrst , Adodor, 21 11:1649, Moved*. 4 i.•< plecss. 3ecremateo's ittsl. tsMew. Veto and Vabe CsalrT/es i/.i1 ./3 1.15 .li •. ' IIA . � ti'•xi :F. to ,t .., .+ :. ..... - .. 1 ...... .. . •. .• .� '} .. .. � ..Y ' +• Ery...,. t„.. .t.t 't'• a • .. - .. •{ - ..� t ... .+ � '+. _ .� � + ,.. „k.`A,��•�.0+•.~. .>tt, of. S Q fE4ElAL lt4111lR. VOL. 42, 110. 141--1110AV, JULY 22. IY2y ill .ill'iCM1t(tNlS Pj«47 M1otFlCAI t1)I15 P, i 113D)FtCA110gS N. 2 11a61s frimes 00o411t,P4y4,0016 DCCISIOH N0. CAI?-5039 - 1Wd #4 Ptlge 11ameNrs 0`sysa4q MOwty tivuriO4 (42 FK 10991 - April Dec Lan 1 Ab11-1010 - IM• 1 22 1977) Su06 A■ 0`0461646 Vsseri4a sollot Ahaaedo, Alpine, Awdor, autte, iIslas 11411 0`wsiu6 V4serisa Eol4 r4 sla0l1 ) AMI.It. Ceveras, Colusa, Contra A0/1.1t. tet FS-i77S2 - April 1, 19171 Co6ta, Bet Norte, tt Dorado, Madison Cumty, A14114116 take, Glean, Humboldt, Kings, take, tassen, Madera. Marin, Marlposa,handocina, Merced, CA4 s, , SLecttictaae, timsmsn 10.00 40 Iyt.IO .0) IWdvc, Mo,ttsrrey,Haya, Nevada, Placer, Flumas, Socraewnto, Son eenttu, San Francisco, 140 ` Jusyulu son Motea, Santa Clare, i i!! 6..1526:1423 - iMrf. 1 i Santa Crus, Shoots, Sierra, tU MI0 S - June 3, 11711 Sisklyuu, Solaro, Salvoes, Stonlolous, Sutter, telnam.a, ShelbyShelby, Jefferson, bint Cer , trinity, t'uiate, tuoluawas Caunkl, talladstoo en0 Naftac Volo, and Yuba Countless Cow6tleet A3a1Wa. Caitlorr•1a i 3aeetetlalt eppllcetate INS C3ou en t�0oc en s takocere 3,33 tiectriclans Polatere. brwsk 4.50 Gall Mateo couacy 3i t 1.00 .0) otClittSF jhII»-SOts - Nod. ly2 F0 2Fit 66161 - Wy 30, 10`77) etatavlr6. Aleste rlshan2a1 t koatera6 Area t 33S.e0 t.t0 2.20 OS Areeis is 0144 116 j ND t i Il'"y i1O111AL 11[415110, VOL. 02, NO. 116—MIDAV, JULY 29, 1077 Ir)DIi1CJ1TIl)NS K 3 NOt)tf1CAT;OM1 P, • 1 • is i DIVISION. 00 G. — GENERAL CONDITIONS -M_._ �-- w - SECTION 1. CONTRACT AND COATRACT DOCUAMS The Plans.Specifications and Addenda.hereinafter enumerated in paragraph l of the Supplemental GeneralConditions. shall form part of the contract. and the pro%isions thereof shall be as binding upon the parties hereto as if they were herein fully set forth.The table of contents.titles.headings.running headlines and marginal notes contained herein and in said documents are solely to facilitate reference to various provisions of the contract documents and in no way affect. limit,or cast light on the interpretation of the provisions to which they refer. SECTION 2. DEFINITIONS The following terms as used in thcsc General Conditions are respectively defined as follows: a. -Contractor":A person.firm or corporation with whom this Contract is made by the Owner.(The Owner is referred to by EDA.in other documents.as the Grantee/Borrower). b. "Subcontractor**: A person.firm or corporation supplying labor and materials or only labor for work at the site of the project for.and under separate contract or agreement with,the Contractor. c. "Work on (at)the proiect": Work to be performed at the location of the project. including the transportation of materials and supplies to or from the location of the project by employees of the Contractor and any Subcontractor. d. —Apprentice"':(1) A person employed and individually registered in a bona fide apprenticeship program registered with the U.S. Department of Labor.Bureau of Apprenticeship and Training.or with a State apprenticeship agency recognized by the Bureau.or(2)a person in his first 90 days of probationary employment as an apprentice in such an apprenticeship program,who is not individually registered in the program.but who has been certified by the Bureau of Apprenticeship and Training or a State Apprenticeship Council (where appropriate) to be eligible for probationary employment as an apprentice. e. "Trainee': A person receiving on-the-job training in a construction occupation under a program which is approved (but not necessarily sponsored) by the US. Department of Labor, Manpower Administration, Bureau of Apprenticeship and Training,and which is reviewed from time to time by the Manpower Administration to insure that the training meets adequate standards. SECTION 3. ADDITIONAL INSTRUCTIONS AND DETAIL DaRAMGS The Contractor will be furnished additional instructions and detail drawings as necessary to carry out the work included in the contract. The additional drawings and instructions thus supplied to the Contractor will coordinate with the contract documents. The Contractor shall carry out the work in accordance with the additional detail drawings and instructions. The Contractor and the Architect/Engineer will prepare jointly (a) a schedule. fixing the dates at which special detail drawings will he required, such drawings, if any. to be furnished by the Architect/Engineer in accordance with said schedule,and(b)a schedule fixing the respective dates for the submission of shop drawings.the beginning of manufacture testing and installation of materials.supplies and equipment,and the completion of the various parts of the work:each such schedule to be subject to change from time to time in accordance with the progress of the work. G-1 00202 SECTION 4. SHOP OR SETTING DRAWINGS The Contractor shall submit promptly to the Architect/Engineer 5 copies of each shop or setting drawing prepared in accordance with • the schedule predetermined as aforesaid. After examination of such drawings by the Architect/Engineer and the return thereof, the Con- tractor shall make such corrections to the drawings as have been indicated and shall furnish the architect/Engineer with 5 corrected copies. Regardless of corrections made in or approval given to such drawings by the Architect/Engineer, the Contractor will nevertheless be responsible for the accuracy of such drawings and for their con- formity to the Plans and Specifications, unless he notifies the Architect/Engineer, in writing, of any deviations at the time he fur- nishes such drawings. SECTION 5. MATERIALS, SERVICES AND FACILITIES It is understood that.except as othcrwi%c specifically stated in the contract documents.the Contractor shall provide and pay for all materials. labor. tools. equipment. water. light. power. transportation. superintendence. temporary construction of every nature. and all other services and facilities of every nature whatsoever necessary to execute. complete.and deliver the work within the spaified time. Any work necessary to be performed after regular hours.on Sundays or Legal Holidays.shall be performed without additional expense to the Owner. SNCTZON 6. CONTRACTOR'S TITLE TO MATERIAL No materials or supplies for the work shall be purchased by the Contractor or by any subcontractor subject to any • chattel mortgage or under a conditional sale contract or other agreement by which an interest is retained by the seller. The Contractor warrants that he has good title to all materials and supplies used by him in the work.free from all liens. claims or encumbrances. SECTION 7. INSPECTION AND TESTING OF MATERIALS All materials and equipment used in the construction of the project shall be subject to adcquate inspection and testing in accordance with accepted standards.The laboratory or inspection agency shall be sciccted by the Owner.The Owner will pay for all laboratory inspection service direct.and not as a pan of the contract. Materials of construction. particularly those upon which the strength and durability of the structure may depend.shall be subject to inspection and testing to establish conformance with specifications and suitability for users intended. SECTION 8. "OR EQUAL•• CLAUSE Whenever a material. article or piece of equipment is identified on the Plans or in the Specifications by reference to manufacturer,' or%endors' names. tradenanires.catalogue numbers.etc.. it is intended merely to establish a standard: and. any material. article. or cyuipment of other manufacturers and vendors which will perform adequately the duties imposed by the Lencral design will tie considered equally acceptable provided the material. article. or equipment so proposed is. in the opinion of the Architect;Enaineer. of equal substance and fuaction. It shall not be purchased or installed by the Contractor without the Architect/Enginecr's written approvai. SECTION 9. PATENTS The Contractor.hall hold and save the Owner and its officers.agents.servants.and employees harmless from liability of any nature or kind. including cost and expenses for.or on account of.any patented or unpatented invention. process. article.or appliance manufactured or used in the performance of the contract, including its use by the Owner. unless otherwise specifically stipulated in the contract documents. -2 00203 License or Royalty Fee: License and/or Royalty Fees for air use ora process whic:i is authorized by the Owner of the project must be reasonable,and paid to the holder of the patent.or his authorized licensee.direct by the Owner and not by or through the Contractor. If the Contractor uses any design,device or materials covered by letters.patent or copyright,he shall provide for such use by suitable agreement with the Owner of such patented or copyrighted design, device or material. It is mutually agreed and understood that,w ithout exception.the contract prices shall include all royalties or costs arising from the use of such design,device or materials,in any way involved in the work.The Contractor and/or his Sureties shall indemnify and save harmles. the Owner of the proieci from am and all claim: for infringement by reason of the use of such patented or copyrighted design,device or materials or any trademark or copyright in connection with cork agreed to be performed under this contract,and shall indemnity the Owner for an% cost.expense or damage which it may he obliged to pay by reason of such infringement at any time during the prosecution of the work or after completion of the work. SECTION 10. SURVEYS AND REGULATIONS Unless otherwise expressly provided for in this contract.the Owner will furnish to the Contractor all surveys necessary for the execution of the work.' The Contractor shall comply with all laws, ordinances, rules, orders. and regulations relating to the performance of the work,the protection of adjacent property,anal the maintenance of passageways.guard fences or other protective facilities. RECTION 13.. COA'TRACTOP.•S OBLIG&TIONS The Contractor shall and will. in good workmanlike manner, do and perform all work and furnish all supplies and materials, machinery. equipment, facilities and means, except as herein otherwise expressly specified. necessair or proper to perform and complete all the work required by this contract, within the time herein specified. in accordance with the provisions of this contract and said specifications and in accordance••ith the plans and drawings covered by this contract and am and all supplemental plan: and drawings, and in accordance with the directions of the Architect/ Engineer as given from time io time during the progress of the work. He shall furnish.erect,maintain and remove such construction plant and such temporary corks as may be required. The Contractor shall observe,comply with.and be subject to all terms,conditions.requirements.and limitations of the contract and specificatiom and shall do.carry on. and complete the entire work to satisfaction of the Architect/Engineer and the Owner. SECTION 12. WEATHER CONDITIONS In the event of temporary suspension of work,or during inclement weather,or whenever the Architect/Engineer shall direct, the Contractor will, and will cause his subcontractors to protect carefully his and their work and materials against damage or injury from the weather. If in the opinion of the Architect/Engineer. any work or materials shall have been damaged or injured by reason of failure on the pan of the Contractor or any of his subcontractors to so protect his work,such materials shall be removed and replaced at the expense of the Contractor. SECTION 13. PROTECTION OF WOFX AND pROpM=—ZKMGERCT The Contractor shall at all time,.safely guard the Owner's property from injury or loss in connection with this contract. He shall at all times safely guard and protect his own work,and that of adjacent property.from damage.The Contractor shall replace or make good ant such damage, loss or injury unless such be caused directly by errors contained in the contract or by the Owner.or his duty authorized representative. In case of an emergency w hick threaten.loss or injury of propeny and/or safety of life.the Contractor will he allowed to act, without previous instructions from the Architcct'Engineer, in a diligent manner. He shall notify the Architect/ Engineer immediately thereafter. Any claim for compensation by the Contractor due to such extra work shall be promptly submitted to the Architect/Engineer for approval. G-3 09204 Where the Contractor has not taken action but has notified the Architect/Engineer of an emergency threatening injury to persons or damage to the work or any adjoining property, he shall act as instructed or authorized by the Architect/ Engineer. The amount of reimbursement claimed by the Contractor on account of any emergency action shall be determined in the • manner provided in paragraph 17 of the General Conditions, SECTION 14. INSPECTION The authorized representatives and agents of the Economic-Development Administration shall be permitted to inspect all work,materials,payrolls,records of personnel.invoices of materials,and other relevant data and records. SECTION 15. REFORM RECORDS AND DATA The Contractor shall submit to the Owner such schedule of quantities and costs, progress schedujes. payrolls,reports. estimates. records and other data as the Owner may request concerning work performed or to be performed under this contract. SECTION 16. SUPERINTENDENCE BY CONTSACTOR - At the site of the work, the Contractor shall employ a construction superintendent or foreman who shall have full authority to act for the Contractor. It is understood that such representative shall be acceptable to the Architect/ Engineer. SECTION 17. (MANGES IPI WORK No changes in the work covered by the approved contract documents shall he made without having prior written approval of the Owner. Charges or credits for the work covered by the approved change shall be determined by one or more,or a combination of the following methods: • a. Unit bid prices previously approved. b. An agreed lump sum. c. The actual cost of: (1) Labor,including foremen: (2) (Materials entering permanently into the work: (3) The ownership or rental cost of construction plant and equipment during the time of use on the extra work. (4) Power and consumable supplies for the operation of power equipment: (5) Insurance: (6) Social Security and old age and unemployment contributions. To the cost under 17c, there shall be added a fixed fee to be agreed upon but not to exceed fifteen percent(15170)of the estimated cost of the work.The fee shall be compensation to cover the cost of supervision,overhead. bond, profit and any other general expenses. G-4 --- 00205 SECTIOX 18. EXTRAS Without invalidating the contract.the Owner may order extra work of the kind bid upon or make changes by altering. adding to or deducting from the work,the contract sum being adjusted accordingly.and the consent of the Surety being • first obtained whcrc necessary or desirable.All the work of the kind bid upon shall be paid for at the price stipulated in the proposal.and no claims for any extra work or materials shall he allowed unless the work is ordered in writing by the Owner or its Architect/Engineer.acting officially for the Owner.and the price is stated in the order. SECTION 14. TIME FOR COILPLETION ALT LIQMDLTED DAMAGES It is hcrcb% understood and mutually agreed. by% and between the Contractor and Owner.that the date of beginning and the time for completion a%specified in the contract of work to be done hereunder are ESSENTIAL CONDITIONS of this contract. and it is further mutually understood and agreed that the work embraced in this contract shall be commenced on a date to be specified in the Notice to Proceed. The Contractor agrees that said work shall be prosecuted regularly, diligently. and uninterruptedly at such rate of progress as will insure full completion thereof within the time specified. It is expressly understood and agreed. by and between the Contractor and the Owner. that the time for the completion of the work described herein is a reasonable time for the completion of the same,taking into consideration the average climatic rangeand usual industrial conditions prevailing in this locality. If the said Contractor shall neglect, fail or refuse to complete the work within the time herein specified. or any proper extension thereof granted b% the Owner,then the Contractor does hereby agree.as a part consideration for the awarding of this contract.to pay to the Owner the amount specified in the contract.not as a penalty but as liquidated damages for such breach of contract as hereinafter set forth. for each and every calendar day that the Contractor shall be in default after the time stipulated in the contract for completing the work. The said amount is fixed and agreed upon by and between the Contractor and the Owner because of the impracticabilit% and extreme difficulty of fixing and ascertaining the actual damages the Owner would in such event sustain. and said amount is agreed to be the amount of damages which the Owner would sustain and said amount shall be retained from time to time by the Owner from current periodical estimates. It is further agreed that time is of the essence of each and every portion of this contract and of the specification wherein • a definite and certain length of time is fixed for the performance of any act whatsoever.and where under the contract an additional time is allowed for the completion of any work. the new time limit fixed by such extension shall be of the essence of this contract. Provided, that the Contractor shall not be charged with liCluidated damages or any excess cost when the Owner determines that the Contractor is without fault and the Contractor's reasons for the time extension are acceptable to the Owner: Provided further, that the Contractor shall not be eharpW with liquidated damages or am excess cost when the delay in completion of the work is due: a. To any preference,priority or allocation order duly issued by the Government: b. To unforeseeable cause beyond the control and without the fault or negligence of the Contractor.including but not restricted to.acts of God,or of the public enemy,acts of the Owner.acts of another Contractor in the performance of a contract with the Owner, fires, floods, epidemics, quarantine restrictions, strikes. freight embargoes, and severe weather.and c. To any delays of subcontractors or suppliers occasioned by any blithe causes specified in subsections a and b of this article: Provided further,that the Contractor shall,within ten(10)days from the beginning of such delay,unless the Owner shall grant a further period of time prior to the date of final settlement of the contract,notify the Owner,in writing,of the cause of delay. who shall ascertain the facts and extent of the delay and notify the Contractor within a reasonable time of its decision in the matter. SECTION 20. CORRECTION OF WORK All work, all materials. whether incorporated in the work or not, all processes of manufacture, and all methods of construction shall be at all times and places subject to the inspection of the Architect/Engineer who shall be the final judge of the quality and suitability of the work,materials,processes of manufacture.and methods of construction for the • purposes for which the:are used.Should they fail to meet his approval they shall be forthwith reconstructed.made good, replaced and/or corrected,as the case may be.by the Contractor at his own expense. Rejected material shall immediately be removed from the site. If, in the opinion of the Architect/Engineer. it is undesirable to replace any defective or damaged materials or to reconstruct or correct any portion of the work injured or not performed in accordance with the contract documents, the compensation to be paid to the Contractor hereunder shall be reduced by such amount as in the judgment of the Architect/Engineer shall be equitable. SECTION 21. SUBSURFACE CONDITIONS FOUND DIFFERENT Should the Contractor encounter subsurface and/or latent conditions at the site materially differing from those shown on the Plans or indicated in the Specifications. he shall immediately give notice to the Architect/Engineer of such conditions before they are disturbed.The Architect/Engin will thereupon promptly investigate the conditions,and if he finds that thev materially differ from those shown on the Plans or indicated in the Specifications,he will at once make such changes in the Plans and/or Specifications as he may find necessary.and any increase or decrease of cost resulting from such changes to be adjusted in the manner provided in paragraph 17 of the General Conditions. SECTION 22. CLAIMS FOR EXTRA COSTS No claim for extra work or cost shall be allowed unless the same was done in pursuance of a written order of the Architect/Engineer approved by the Owner. as aforesaid. and the claim presented with the first estimate after the changed or extra work is done. When work is performed under the terms of subparagraph 17(c) of the General Conditions, the Contractor shall furnish satisfactory bills, payrolls. and vouchers covering all items of cost and.when requested by the Owner,give the Owner access to accounts relating thereto. OCTION 23. RIGHT OF THE OWNED TO TERMIMM CONTRACT In the event that any of the provisions of this contract are violated by the Contractor.or byany of his subcontractors.the Owner may serve written notice upon the Contractor and the Surety of its intention to terminate the contract. such notices to contain the reasons for such intention to terminate the contract. and unless within ten (10) days after the serving of such notice upon the Contractor. such violations or delay shall cease and satisfactory arrangement or correction be made,the contract shall,upon the expiration of said ten(10)days,cease and terminate.In the event of any such termination,the Own.r shall immediately serve notice thereof upon the Surety and the Contractor,and the Surety shall have the right to take over and perform the contract: Provided. however. that if the Surety don not commence performance thereof within ten(10)days from the date of the mailing to such Surety of notice of termination.the Owner may take over the work and prosecute the same to completion by contract or by force account for the account and at the expense of the Contractor,and the Contractor and his Surety shall be liable to the Owner for any excess cost occasioned by the Owner thereby, and in such event the Owner may take possession of and utilize in completing the work,such materials,appliances,and plant as may be on the site of the work and necessary therefor. SECTION 24. CONSTRUCTION SCHEDULE AND PERIODIC ESTL14lATES Immediately after execution and delivery of the contract, and before the first partial payment is made, the Contractor shall deliver to the Owner an estimated construction progress schedule in form satisfactory to the Owner,showing the proposed dates of commencement and completion of cacti: of the various subdivisions of work required under the Contract Documents and the anticipated amount of each monthly paymestt that will become due the Contractor in G-6 09207 accordance with the progress schedule.The Contractor shall furnish the Owes (a) a detailed estimate gi%ing a complete breakdown of the contract price and(b)periodic itemized estimates of work done for the purpose of making partial payments thereon.The costs employed in making up any of these schedules will be used only for determining the basis of partial payments and will not be considered as fixing a basis for additions to or deductions from the contract price. SECTION 25. PAYMENT TO CONTRACTOR Each calendar month.the Owner shall make a Progress payment to the Contractor on the basis of a duly certified and approved estimate of the work performed during the preceding calendar month under the contract.To insure proper performance of the contract.the Owner shall retain ten percent(10%)of the amount of each estimate until final compietion and acceptance of all work covered by the contract. In preparing estimates.the material delivered on the site and preparatory work done may be taken into consideration. All material and work covered by partial payments made shall thereupon become the%ole property of the Owner.but this provision shall not be construed as relieving the Contractor from the sok responsibility for the care and protection of materials and work upon which pa%ments have been made or the restoration of any damaged work.or as a waiver of the right of the Owner to require fulfillment of all the terms of the contract. The Contractor agrees that he will indemnify and save the Owner harmless from all claims growing out of the lawful demands of subcontractors.laborers,workmen.mechanics,materialmen.and furnishers of machinery and parts thereof. equipment. power tools,and all supplies, including commissar, incurred in the furtherance of the performance of this contract. The Contractor shall. at the Owner's request, furnish satisfactory evidence that all obligations of the nature hereinabove designated have to be paid. discharged, or waived. If the Contractor fails to do so, then the Owner may. after having served written notice on the said Contractor,either pay unpaid hills.of which the Owner has written notice. direct,or withhold from the Contractor's unpaid compensation a sum of money deemed reasonably sufficient to pay any and all such lawful claims until satisfactory evidence is furnished that all liabilities have been fully discharged whereupon payment to the Contractor shall be resumed, in accordance with the terms of this contract. but in no event shall the provisions of this sentence be construed to impose any obligations upon the Owner to either the Contractor or his Surety. In paying any unpaid bills of the Contractor.the Owner shall be deemed the agent of the Contractor.and any payment , so made by the Owner,shall be considered as a payment made under the contract by the Owner to the Contractor.and the Owner shall not be liable to the Contractor for any such payment made in good faith. SECTION 26. ACCEPTANCE OF FINAL PAYMENT AS RELEASE The acceptance by the Contractor of final payment shall be and shall operate as a release to the Owner of all claims and all liability to the Contrctor for all things done or furnished in connection with this work and for every act and neglect of the Owner and others relating to or arising out of this work.no payment.however,final or otherwise,shall operate to release the Contractor or his Sureties from any obligation under this contract or the Performance and Payment Bond. SECTION 27. PAYMENTS BY CONTRACTOR The Contractor shall pay(a1 for all transportation and utility services not later than the 20th day of the calendar month following that in which services are rendered.(b)for all materials,tools.and other expendable equipment to the extent of 90%of the cost thereof,not later than the 20th da} of the calendar month following that in which such materials,tools, and equipment are delivered at the site of the project, and the balance of the cost thereof not later than the 30th day following the completion of that part of the work in or on which such materials,tools,and equipment are incorporated or used.and(c)to each of his subcontractors.not later than the 5th day following each payment to the Contractor,the respective amounts allowed the Contractor on account of the work performed by his subcontractors to the extent of each subcontractors interest therein. G-7 s 00208 SECTION 28. CONTRACTOR'S AND SUBCONTRACTOR'S INSURANCE The Contractor shall not commence work under this contract until he has obtained all the insurance required under this paragraph and such insurance has been approved by the Owner. nor shall the Contractor allow any subcontractor to • commence work on his subcontract until the insurance required of the subcontractor has been so obtained and approved: a. Compensation Insurance. The Contractor shall procure and shall maintain during the life of this contract Work- men's Compensation Insurance as required by applicable State or territorial law for all of his employees to be engaged in work at the site of the project under this contract and. in case of any such work sublet.the Contractor shall require the subcontractor similarly to provide Workmen's Compensation Insurance for all of the latter's employees to be engaged in such work unless such employees arc covered by the protection afforded by the Con- tractor's Workmen's Compensation Insurance. In case any class of employees engaged in hazardous work on the project under this contract is not protected under the Workmen's Compensation Statute.the Contractor shall pro- vide and shall cause each subcontractor to provide adequate employer's liability insurance for the protection of such of his employees as are not otherwise protected. b. Contractor's Public Liability and Property Damage Insurance and Vehicle Liability Insurance. The Contractor shall procure and shall maintain during the life of this contract Contractor's Public Liability Insurance. Contractor's Property Damage Insurance and Vehick Liability Insurance in the amounts specified in the Supplemental General Conditions. c. Subcontractor's Public Liability and Property Damage Insurance and Vehicle Liability Insurance.The Contractor shall either (1) require each of his subcontractors to procure and to maintain during the life of his subcontract. Subcontractor's Public Liability and Property Damage Insurance and Vehicle Liability Insurance of the type and in the amounts specified in the Supplemental General Conditions specified in subparagraph b hereof. or.(2)insure the activities of his subcontractors in his policy.specified in subparagraph b hereof. d. Scope of Insurance and Special Hazards.The insurance required under subparagraphs b and c hereof shall provide adequate protection for the Contractor and his subcontractors. respectively. against damage claims which may arise from operations under this contract. whether such operations be by the insured or by any one directly or indirectly employed by him and. also against any of the special hazards which may be encountered in the performance of this contract as enumerated in the Supplemental General Conditions. • e. Builder's Risk Insurance(Fire and Extended Coverage).The Contractor shall procure and shall maintain during the life of this contract Builder's Risk Insurance(Fire and Extended Coverage) on a 100 percent (10(ro)completed value basis on the insurable portion of the project.The Owner,the Contractor,and subcontractors(as their interests may appear)shall be named as the Insured. f. Proof of Carriaee of Insurance.The Contractor shall furnish the Owner with certificates showing the type.amount. class of operations covered. effective dates and dates of expiration of policies. Such certificates shall also contain substantially the following statements: "The insurance covered by this certificate will not be cancelled or materially altered.except after Thirty (30) days written notice has been received by the Owner." SECTION 29. CONTRACT SECURIT! The Contractor shall furnish a performance bond in an amount at least equal to one hundred percent (100170) of the contract price as security for the faithful performance of this contract and also a payment bond in an amount equal to one hundred percent(10010)of the contract price or in a penal sum not less than that prescribed by State.territorial or local law. as security for the payment of all persons performing labor on the project under this contract and furnishing materials in connection with this contract.The Performance bond and the Payment bond may be in one or in separate instruments in accordance with local law. Before final acceptance. each bond must be approved by the Economic Development Administration. • G-$ -- - 00209 SECTION 30. ADDITIONAL OR SUBSTITUTE BOND If at any time the Owner for justifiable cause. shall be or become dissatisfied with the Surety or Sureties for the Performance and/or Payment Bonds. the Contractor shall within five 151 days after notice from the Owner to do so. • substitute an acceptable bond(or bonds)in such form and sum and signed by such other Surety or Sureties as may be satisfactory to the Owner. The premiums on such bond shall be paid by the Contractor. No further payments shall be deemed due nor shall be made until the new Surety or Sureties shall have furnished such an acceptable bond to the Owner. SECTION 31. ASSIGMIENTS The Contractor shall not assign the whole or any part of this contract or any money$due or to become due hereunder without written consent of the Owner. In case the Contractor assigns all or any pan of any moneys-due or to become due under this contract.the instrument of assignment shall contain a clause substantially to the effect that it is agreed that the richt of the assignee in and to any moneys due or to become due to the Contractor shall be subject to prior claims of all persons.firms and corporations for services rendered or materials supplied for the performance of the work called for in this contract. SECTION 32. MUTUAL RESPONSIBILITY OF CONTRACTORS If through acts of neglect on the part of the Contractor.any other Contractors or any subcontractor shall suffer loss of damage on work. the Contractor agrees to scttic with such other Contractor or subcontractor by agreement or arbitration if such other Contractor or subcontractor will so settle.If such other Contractor or subcontractor shalt assen any claim against the Owner on account of any damage alleged to have been sustained. the Owner shall notify the Contractor.who shall indemnify and save harmless the Owner against any such claim. SECTION 33. SEPARATE CONTRACTS The Contractor shall coordinate his operations with those of other Contractors. Cooperation will be required in the • arrangement for the storage of materials and in the detailed execution of the work. The Contractor. including his subcontractors. shall keep informed of the progress and the detail work of other Contractors and shall notify the Architect j Engineer immediately of lack of progress or defective workmanship on the part of other Contractors. Failure of Contractor to keep informed of the work progressing on the site and failure to give notice of lack of progress or defective workmanship by others shall be construed as acceptance by him of the status of the work as being satisfactory for proper coordination with his own work. SECTION 34. SUBCONTRACTING The Contractor may utilize the services of specialty subcontractors on those parts of the work which. under normal contracting practices.are performed by specialty subcontractors. The Contractor shall not award any work to any subcontractor without prior written approval of the Owner. which approval will not be given until the Contractor submits to the Owner a written slatment concerning the proposed award to the subcontractor.which statement will contain such information as the Owner may regttire. The Contractor shall be as fully responsible to the Owner for the acts and omissions of his subcontractors.and of persons either directly or indirectly employed by them.as he is for the acts and omissions of persons directly employed by him. The Contractor shall cause appropriate provisions to be inserted in all subcontracts relative to the work to bind subcon- tractors to the Contractor by the terms of the General Conditions and other contract documents insofar as applicable to the work of subcontractors and to give the Contractor the same power as regards terminating any subcontract that the Owner may exercise over the Contractor under any provision of the contract documents. Nothing contained in this contract shall create any contractual relation between any subcontractor and the Owner. • G-9 t, -- --- 00210 SECTION 35. ARCHITECT/ENGINEER AUTHORITY The Architect/Engineer shall give all orders and directions comtemplated under this contract and specifications relative to the execution of the work.The Arrchitect/Engineer shall determine the amount. quality.acceptability. and fitness of the several kinds of work and materials which are to be paid for under this contract and shall decide all • questions which may arise in relation to said work and the construction thereof.The Architect/Engineer's estimates and decisions shall be final and conclusive. except as herein otherwise expressly provided. In case any question shall arise between the parties hereto relative to said contract or specifications. the determination or decision of the Architect/ Engineer shall he a condition precedent to the right of the Contractor to receive any money or payment for work under this contract affected in any manner or to any extent by such question. The Architect/Engineer shall decide the meaning and intent of any portion of the specifications and of any plan or drawings where the same may be found obscure or be in dispute. Any differences or conflicts in regard to their work which may arise between the Contractor under this contact and other Contractors performing work for the Owner shall be adjusted and determined by the Architect/Engineer. SECTION 36. STATED ALLOWANCES The Contractor shall include in his proposal the rash allowances stated in the Supplemental General Conditions. The Contractor shall purchase the —Allowed Materials" as directed by the Owner on the basis of the lowest and best bid of at least three competitive bids. If the actual price for purchasing the"Allowed Materials" is more or less than the "Cash Allowance." the contract price shall be adjusted accordingly.The adjustment in contract price shall be made on the basis of the purchase price without additional charges for overhead. profit. insurance or any other incidental expenses. The cost of installation of the"Allowed Materials" shall be included in the applicable sections of the contract Specifications covering this work. SECTION 37. USE OF PPMaSES AND REMOVAL OF DEBRIS The Contractor expressly undertakes at his own expense- a. To take every precaution against injuries to persons or damage to property: b. To store his apparatus. materials. supplies and equipment in such orderly fashion at the site of the work as will not unduly interfere with the progress of his work or the work of any other contractors: c. To place upon the work or any part thereof only such loads as arc consistent with the safety of that portion of the work; d. To clean up frequently all refuse, rubbish. scrap materials. and debris caused by his operations,to the end that at all times the site of the work shall present a neat.orderly and workmanlike appearance: e. Before final payment to remove all surplus material.faisework.temporary structures.including foundations thereof. plant of any description and debris of every nature resulting from his operations. and to put the site in a neat, orderly condition; f. To effect all cutting,fitting or patching of his work required to make the same to conform to the pians and specifica- tions and. except with the consent of the Architect/Engineer. not to cut or otherwise alter the work of any other Contractor. 2 _ _ N i G- 10 002- 1 SECTION 38. QUANTITIES OF ESTIMATE Wherever the estimated quantities of work to be done and materials to be furnished on a unit price basis under this contract are shown in any of the documents including the proposal. the+ are given for use in comparing bids,and the • right is expressly reserved. except as herein otherwise specifically limited. to increase or diminish them as may be deemed reasonably necessary or desirable b%. the Owner to complete the work contemplated by this contract.and such increase or diminution shall in no way- vitiate this contract. nor shall any such increase or diminution give cause for claims or liability for damages. SECTION' 39. LAND AND RIGHTS-OF-WAY Prior to the start of construction. the Owner shall obtain all land rights-of-way necessary for the carrying out and completion of work to be performed under this contract. SECTION 40. GENERAL. GUARANTY Neither the final certificate of payment nor any provision in the contract documents nor partial or entire occupancy of the premises by the Owner shall constitute an acceptance of work not done in accordance with the contract documents or relieve the Contractor of liability in respect to any express warranties or responsibility for faulty materials or work- manship.The Contractor shall remedy any defects in the work and pay for any damage to other work resulting there- from. which shall appear within a period of one year from the date of final acceptance of work unless a longer period is specified.The OM•ner will give notice of observed defects with reasonable promptness. SECTION 41. CaMlICTING CONDITIONS Any provision in any of the contract documents which may be in conflict or inconsistent with any of the paragraphs in these General Conditions shall be void to the extent of such conflict or inconsistency. SECTION 42. NOTICE AND SERVICE THEREOF • Any notice to any Contractor from the Ow•ncr relative to any part of this contract shall be in writing and considered delivered and the service thereof completed.when said-notice is posted.by certified or registered mail.to the said Con- tractor at his last given address.or delivered in person to said Contractor or his authorized epresentative on the work. SECTION 43. REQUIRED PROVISIONS DEE.'W INSERTED Each and every provision of law and clause required b% law to be inserted in this contract shall be deemed to be inserted herein and the contract shall be read and enforced as though it were included herein.and if through mistake or other- wise any such provision is not inserted.or is not correctly inserted.then upon the application of either party the contract shall forthwith be physically amended to make such insertion or correction. SECTION 44. SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION In order to protect the lives and health of his employees under the contract.the Contractor shall comply with all perti- nent provisions of the Contract Work Hours and Safety Standards Act.as amended.commonly known as the Construc- tion Safety Act as pertains to health and safety standards. and shall maintain an accurate record of all cases of death. occupational disease. and injury requiring medical attention or causing loss of time from work.arising out of and in the course of employment on work under the contract. The Contractor alone shall be responsible for the safety,efficiency.and adequacy of his plant.appliances.and methods. and for any damage which may result from their failure or their improper construction.maintenance.or operation. • G-11 00212 INCTION 45. MINIMM WAGES 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 uncondi- tionally 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 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 made a part hereof, regardless of any contractual relationship which may be alleged to exist between the Contractor and subcontractor 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 reasonabiv anticipated under section I Ib%2)of the Davis-Bacon Act on behalf of laborers or mechanics are considered wages paid to such 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. The Owner shall require that any class of laborers or mechanics,including apprentices and trainees.which is not listed in the wage determination and which i%to he employed under the contract.shalt he classified or reclassified 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. including apprentices and trainees, to be used.the question accompanied by the rec- ommendation of the contracting officer shall be referred to the Secretary for final determination. The Owner 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 ao hourly wage rate and the contract is obligated to pay a cash equiv- alent of such a fringe benefit. an hourly rash equivalent thereof to be established. In the event the interested parties cannot agree upon a cash equivalent of the fringe benefit. the question, accompanied by the recommendation of the Owner,shall be referred to the Secretary of Labor for determination. 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 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. The Contractor agrees to comply with Executive Order 11563,issued March 29. 19'71.and any other Executive Order. statute,or regulation regarding the stabilization of wages and prices in the construction industry. SECTION 46. WTTffiOLDIM O! PAYMTS The Economic Development Administration may Aithhoid 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, including apprentices and trainees.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.including any apprentice or trainee 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 con- struction or development of the project. all or part of the wages required by the contract, the Economic Development Administration 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. • G-12 ��2�3 SECTION 47. PAYROLLS A. BASIC RECORDS Payrolls and basic record: relating thereto w ill 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 development of the project.Such records • will contain the name and address of each emplo%cc.his correct classification,rates of pay(including rates of contribu- tions or costs anticipated of the types described in section I (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 aa-ges of an laborer or mechanic include the amount of any costs reasonably anticipated in providing benefits under a plan program described in section I (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 is financiall% responsible. and 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 prodding such benefits. The Contractor will submit weekly a copy of all payrolls to the Economic Development Administration 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 Economic Development Administration.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 rate.;contained therein are not less than those determined by the Secretary of Labor and that the classi- fications set forth for each laborer or mechanic 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(2)(I)(iv)shall satisfy this requirement.The Prime Contractor shall be respon- sible for the submission of copies of payrolls of all Subcontractors. The Contractor will make the records required under the labor standards clause of the contract available for inspection by authorized representatives of the Economic Development Administration and the Department of Labor,and will permit such representatives to interview employees during working hours on the job. SECTION 48. APPRENTICES ALM TRAINEES Apprentices will he permitted to work as such only when they are registered.individually.under a bona fide apprentice- ship program registered with a State apprenticeship agency which is recognized by the Bureau of Apprenticeship and • Training. U.S. Department of Labor. or, if no such recognized agency exists in a State. under a program registeretd with the Bureau of Apprenticeship and Training. U.S. 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 employees listed on a payroll at an apprentice wage rate, who is not a trainee as defined in section 2e or 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 Owner 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. Trainees will permitted to work as such when they are bona fide trainees employed pursuant to a program approved by the U.S. Department of Labor. Manpower Administration.Bureau of Apprenticeship and Training.and where the subparagraph below is applicable. in accordance with the provisions of Part 5a.Subtitle A.Title 29.Code of Federal Regulations. On contracts in excess of 510.(100, the employment of all laborers and mechanics. including apprentices and trainees. as defined in Section 2 shall also be subject to the provisions of Pan 5a.Subtitle A.Title 29.Code of Federal Regula- tions.Apprentices and trainees shall be hired in accordance with the requirements of Part Sa. The provisions of Sections 45. 46. and 48 shall be applicable to every invitation for bids, and to every negotiation, request for proposals. or rcquest for quotations. for an assisted construction contract, issued after January 30. 1972, and to even- such contract entered into on the basic of such invitation or negotiation. Part 5a.3.Subtitle A.Title 29. Code of Federal Regulations shall constitute the conditions of each assisted contract in excess of 510.000. and each Owner concerned shall include these conditions or provide for their inclusion. in each such contract. Parts 5a.4,5a.5. 5a.6,and 5a.7 shall also be included in each such contract for the information of the Contractor. G-13 X021.4 SECTION 49. COPELAZID "Ah=-IICtaA PROVISIONS Thee provisions of this section. 29 CFR Part 3. prescribe"Anti-Kickback" regulations under section 2 of the Act of June 13. 1964.as amended 440 U.S.C.276c).popularly known as the Copeland Act. Each Contractor or subcontractor shall furnish each week a Statement of Compliance. Form ED-162. to accompany is the weekly submission of payroll forms. Section 1001 of Title 18 of the United Statex Code(Criminal Code and Criminal Procedure)shall apply to such state- ment as provided in 72 Stat.967(18 U.S.C. 1001.among other things. provides that whoever knowingly and willfully makes or uses a fraudulent document or statement of entry,in any matter within the jurisdiction of any department or agency of the United States.shall be fined not more than Si0.000 or imprisoned not morethan five years.or both). The requirements of this section shall not apply to,-any contract of 52.000 or less. Upon a written finding by the head of a Federal agency. the Secretary of Labor may provide reasonable(imitations. variations. tolerances,and exemptions from the requirements of this section subject to such conditions as the Secretary of Labor may specify. Deductions made under the circumstances or in the situations described in the paragraphs of this section may be made without application to and approval of the Secretary of Labor: r a. Any deduction made in compliance with the requirements of Federal.State.or local law such as Federal or State with- holding income taxes and Federal social security taxa. b. Any deduction of sums previously paid to the employee as a bona fide prepayment of wages when such prepayment is made without discount or interest.A "boas fide peepayment of wages"is considered to have been made only when cash or its equivalent has bean advanced to the person employed in such a manner as to give him complete freedom of disposition of the advanced funds. c. Any deduction of amounts required by court process to be paid to another unless the deduction is in favor of the Contractor,subcontractor,or any affiliated person,or when collusion or collaboration exists. d. Any deduction constituting a contribution on behalf of the person employed to funds established by the employer or representative of employees. or both. or the purpose of providing either from principal or income, or both. medical or hospital care. pensions or annuities or retirement, death be u. compensation for injuries. iiinesc., accidents. sickness, or disability, or for insurance to provide any of the foregoing, or unemployment benefits, vacation pay, savings accounts, or similar payments for the benefit of employees. their families and dependents: Provided. however. that the following standards are met: (1) The deduction is not otherwise prohibited by law. (2) it is either: (i) voluntarily consented to by the employee in writing and in advance of the period in which the work is to be done and such consent is not a condition either for the obtaining of or for the continuation of employ- ment, or(ii) provided for in a bona fide collative bargaining agreement between the Contractor or subcontractor and representatives of its employees. (3) no profit or other benefit is otherwise obtained, directly or indirectly, by the Contractor or subcontractor or any atfiiiiated person in the form of commission. dividend. or otherwise. and(4)the deductions shall serve the convenience and interest of the employee. e. Any deduction contributing toward the purchase of United States Defense Stamps and Bonds when voluntarily authorized by the employee. f. Any deduction requested by the employee to enable him to repay loans to or to purchase shares in credit unions organized and operated in accordance with Federal and State credit union statutes. g. Any deduction voluntarily authorized by the employee for making of contributions to governmental or quasi- government agencies. h. Any deduction voluntarily authorized by the employee for making of contributions to Community Onesu, United Givers Funds,and similar charitable organizations. • G-14 i. Any deductions to pa% regular union intiation fees and monhership dues.not including finest or special assessments; Provided. howcver. that a collective bargaining agreement between the Contractor or subcontractor and repre- sentatives of its employees provided for such deductions and the deductions arc not otherwise prohibited by law. j. Any deduction not more than for the "reasonable c(p.t" of board. lodging. or other facilities meeting the require- . ments of section ?(m)of the Fair Labor Standards Act of 1938.a%amended.and Part 531 of this title.When such a deduction is made.the additional records required under S5 16.25(a)of this title shall be kept. SECTION 50. SUBCONTRACTORS The Contractor will insert in am subcontracts the clauses contained in 29 CFR 5.5(x)(1)through(5)and(i)and such other clauses as the Economic Dc►elopment Administration may by appropriate instructions require.and also a clause requiring the subcontractors to include these clauses in any)ower tier subcontracts which they may enter into.together with a clause requiring this insertion in any further subcontracts that may in turn be made. SECTION 51. CONTRACT TERMINATION A breach of sections dd through 50 may be grounds for termination of the contract.and for debarment as provided in 29 CFR 5.6. SECTION 52. OVEIt'TM REQUIMMMATS No Contractor or subcontractor contracting for any part of the contract work which may require or involve the em- ployment of laborers or mechanics shall require or permit am laborer or mechanic in any workweek in which he is employed on such work to work in excess of eight hours in an% calendar day or in excess of forty hours in such work- week unless <uch laborer or mechanic receives compensation at a rate not less than one and one-half times his basic rate of pry for all hours in excess of eight hours in any calendar day or in excess of forty hours in such workweek. as the case may be. In the event of ars% violation of the clause set forth in the subsection above. the Contractor ind any subcontractor responsible therefor.shall be liable to any affected employee for his unpaid wages.In addition.such Contractor and sub- contractor shall be!iablc to the United States(in the case of work done under contract for the District of Columbia or a territory. to such District or to such territory). for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer or mechanic employed in violation of the clause set forth in the above subsection in the sum of S 10.00 for each calendar day an which such employee was required or permitted to work in excess of eight hours or in excess of the standard workweek of forty hours without payment of the overtime wages required by the clause set forth in subsection abme. The Economic Development Administration may withhold or cause to he withheld. from any moneys payable on ac- count of work performed b% the Contractor or subcontractor. such sums as may administratively be determined to be necessary to satisfy any liabilities of such Contractor or subcontractor for unpaid wages and liquidated damages as provided to the clause set forth above. The Contractor shall insert in all subcontracts the clause set forth in the above subsections of this section and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts which they may enter into.together with a clause requiring this insertion in any further subcontracts that may in turn be made. SECTION 53. EQUAL EMPLOYMENT OPPORTUNITY No person in the United States shall.on the grounds of race. adur. national origin,or sex. be excluded from participa-' tion in. be denied the benefits of.or be subjected to discrimination under any program or activity receiving Federal fi- nancial assistance. Reference Title VI of the Civil Rights Act of 1964(42 LSC 2000d)and Section 112 of Public Law 92-65. Form EDA—>03.The Recipient and all Contractors.subcontractors.suppliers.lessees and other parties directly partici. pating in the Recipient's project agree that during and in connection with the associated agreement relating to the Fed- erally assisted program. (i)they will comply.to the extent applicable. as Contractors. subcontractors.lessees.suppliers. or in any other capacity. with the applicable provisions of the Regulations of the United States Department of Com- merce(Part 3 of Subtitle A of Title 15 of the Code of Federal Regulations)issued pursuant to Title VI of the Civil Rights Act of 1964(P.L. 88-352). and will not thereby discriminate against any person on the grounds of race. color.or na- tional origin in their employment practices. in any of their own contractual arrangements.in all services or accommoda- tions which they offer to the public. and in any of their other business operations. (ii) they will provide information re- quired by or pursuant to said Regulations to ascertain compliance with the Reguiatiuns and these assurances, and (iii) their non-compliance with the nondiscrimination raquirements of said Regulations and these assurances shall constitute a breach of their contractual arrangements with the Recipient whereby said agreements may be cancelled.terminated or suspended in whole or in part or may be subject to enforcement otherwise by appropriate legal proceedings. Executive Order 11236. 30 Fed. Ret. 12319(1965)(Ettual Ot>' nunity Clause). During the performance of this contract. the Contractor agrees as follows: a. The Contractor will not discriminate against any employee or applicant for employment because of race. color. religion.sex. or national origin.The Contractor will take affirmative action to ensure the applicants are employed. and that employees are treated during employment. without regard to their race.color. religion. sex.or national origin.Such action shall include.but not be limited to the following:employment.upgrading.demotion.or transfer: recruitment or recruitment advertising: layoff or termination: rata of pay or other forms of compensation. and selection for training.including apprenticeship. b. The Contractor agrees to post in conspicuous places available to employees :utd applicants for employment.notices to be provided by the contracting officer setting forth the provisions of this non-discrimination clause. c. The Contractor will. in all solicitations or advertisements for employees placed by or on behalf of the contractor. state that all qualified applicants will receive consideraWn for employment without regard to race.color.religion. sex.or national origin. d. The Contractor will send to each labor union or representative of workers with which he has a collective bargaining agreement or other contract or understanding. a notice to be provided by the agency contracting officer,advising the labor union or workers' representative of the Contractor's commitment under Section 202 of Executive Order No. 11246 of September 24. 1965. and shall post copies of the notice in conspicuous places available to employees and applicants for employment. e. The Contractor will comply with all provisions of Executive Order No. 11236 of September 24. 1965. and of rules. regulations.and relevant orders of the Secretary of Labor. f. The Contractor will furnish all information and reports required by Executive Order No. 11246 of September 24. 1965. and by rules. regulations. and orders of the Secretary of Labor.or pursuant thereto. and will permit access to his books. record.and accounts by the contracting agency and the Secretary of Labor for purposes of investiga- tion to ascertain compliance with such rules. regulations.and orders. Each Contractor and subcontractor of Fed- erally financed construction work is required to file an Equal Employment Opportunity Employer Information Report (EEO—I on Standard Form 100)annually on March 31. Forms and instructions are availabk at the EDA Regional Office. G-16 ►0911`1 g. In the event of the Contractor's noncompliance with thu nondiscrimination clauses of this contract or with any such rules. regulations. or orders. this contract ma% be cancelled. terminated or suspended in whole or in part and the Contractor may be declared ineligible for further Government contracts in accordance with procedures authorized in Executive Order No. 11246 of September 24. 1965. and such other sanctions may be imposed (and remedies • involved)as provided in E%ccutive Order No. 11246 of September 24. 1%5.or by rule.regulation.or order of the Secretary of Labor.or as otherwise provided b% law. • It. The Contractor wiil include the provisions of paragraphs a through h in every subcontract or purchase order unless exempted by rules. regulations. or orders of the Secretary of Labor issued pursuant to Section 204 of Executive Order No. 11246 of September 24. 1965.so that such provisions will be binding upon each subcontractor or vendor. The Contractor will take such action with respect to any subcontractor or purchase order as the contracting agency may direct as a means of enforcing such provisions including sanctions for noncompliance:Proms however.that in the event the contractor becomes involved in. or is threatened with litigation with a subcontractor or vendor as a result of such direction by the contracting agency. the Contractor may request the United States to enter into such litigation to protect the interests of the United States. i. Exemptions to Above Equal Opportunity Clause(41 CFR Chap.60: (1) Contracts and subcontracts not exceeding 510.000 (other than Gtwernment hills of lading) are exempt. The amount of the contract. rather than the amount of the Federal financol assistance.shall govern in determining the applicability of this exemption. (2) Except in the case of subcontractors for the performance of construction work at the site of construction. the clause shall not be rcyumred to be inserted in subcontracts below the second tier. (3) Contracts and subcontracts not exceeding 5100.000 for standard commercial supplies or raw materials are exempt. SECTION 54. OTHER PROHIBITED INTERESTS No official of the Owner who is authorized in such capacity and on behalf of the Owner to negotiate.make.accept or • approve. or to take part in negotiating. making. accepting. or approving any architectural. engineering. inspection. construction or material supply contract or any subcontract in connection with the construction of the project. shall become directly or indirectly interested personally in this contract or in any part hereof.No officer.employee.architect. attorney,engineer or inspector of or for the Owner who is authorized in such capacity and on behalf of the Owner to exercise any legislative. executive. supervisory or other similar functions in connection with the construction of the project. shall become directly or indirectly interested personally in this contract or in any part thereof. any material supply contract.subcontract.insurance contract.or any other contract pertaining to the project. SECTION 55. USE AND OCCUPANCY PRIOR TO STANCE BY ORNER The Contractor agrees to the use and occupancv of a portion or unit of the project before formal acceptance by the Owner.provided the Owner: a. Sutures written consent of the Contractor except in the event. in the opinion of the Architect/6tsimer. the Con. tractor is chargeable with unwarranted delay in completing the contract requirements: b. Secures consent of the Surety: c. Secures endorsement from the insurance carriers)permitting occupancy of the building or use of the project during the remaining period of construction:or d. When the project consists of more than one building. and one of the buildings is occupied.secures permanent fire and extended coverage insurance.including a permit from the insurance carrier to complete construction. • G-17 SECTION 56. SUSPENSION OF WORK Should the Owner he prevented or enjoined from proceeding with work or from authorizing its prosecution either before or after its prosecution. by reason of any litigation. the Contractor shall not be entitled to make or assert claim for • damage by reason of said delay, but time for completion of the work will be extended to such reasonable time as the Owner may determine will compensate for time lost by such delay with such determination to be set forth in writing. SECTION 57. EMPLOYMENT OF LOCAL LABOR The maximum feasible employment of local labor shall be made in the construction of public works and development facility projects receiving direct Federal grants. Accordingly, every Contractor and subcontractor undertaking to do work on any such project which is or reasonably maybe done as on-site work.shall employ,in carrying out such contract work, qualified persons who regularly reside in the designated area where such project is to be located. or in the case of Economic Development Centers, qualified persons who regularly reside in the center or in the adjacent or nearby redevelopment areas within the Economic Development District.except: a. To the extent that qualified persons regularly residing in the designated area or Economic Daelopment District are not available. b. For the reasonable needs of any such Contractor or subcontractor• to anploy supervisory or specially experienced individuals necessary to assure an efficient execution of the contract: c. For the obligation of any such Contractor or subcontractor to offer employment to present or former anployees as the result of a lawful collective bargaining contract. provided that in no event shall the number of nun-resident persons employed under this subparagraph exceed twenty percent of the total number of employees employed by such Contractor and his subcontractors on such project. Every such Contractor and subcontractor shall furnish the United States Employmem Service Office in the area in which a public works or development facility project is located with list of all positions for which it may from time to time require laborers. mechanics, and other employees. the estimated numbers of employees required in each classi- fication,and the estimated data on which such employees will be required. • The Contractor shall give full consideration to all qualified job applicants referred by the local employment service. but is not required to employ any job applicants referred whom the Contractor does not consider qualified to perform the classification of work required: The payrolls maintained by the Contractor shall contain the following information: The employee's full name, address and social security number and a notation indicating whether the employee does. or does not. normally reside in the area in which the project is located.or in the case of an Economic Development Center.in such center or in an adjacent or nearby redevelopment area within the Economic Development District as well as an indication of the ethnic back- ground of each worker.. The Contractor shall include the provisions of this condition in every subcontract for work which is. or reasonably may be,done as on-site work. :�: ha:1�.J1 r Rf...ro'313:Ru.,.�.{..3:yta,�j7f t•.I•• �#�s�.' "I. i#': ...a 1 r.J.;:' ...#:':w'.�.. , 7. :S ti•, r•.._�.. esf R,:;,.ya ..ice:•l:,r..1' �^ .yii.: �(.... .�'.`.F •..' 'S'•ri'r•.;'?ft'.-,. —:i'. . ....��, L!,? .�.r:: r...:._.�i3�� ,i.�.. 75 .f'. - :f _ d:-s'° - c? .•.s a.!. i y :�.� .. .....•,..:rS,,3..... .r .{':° 5:.=.x'+.t:.Yt:•F....tC•Y..2r�: ti C.:.\:' —....1l'. .iR:.::�:�:v+e:'r .S.r....,r.�>'::s'i#.1. - 'i .'an :.�;:: 'I." "::r•. :!'t-4.:.Y.......%:_�ji.�:'±,i.,U''%i l✓. .f.=t;'.i:?r:�.'�:'i. .. :....'..•e:ht�i.'.'x +:}1fi. ~is .f'- ' G-18 00219 SECTION 58. SIGNS The contractor shall supply and erect a proiat sigh(Exhibit X 1 according to the specitirstions set forth in the following and hereinafter known as General Condition Dumber 38. The contractor shall be responsible for maintaining the • project sign during construction of the project.Other authorities include: Requirements for Approved Projects and/or Volume 65 of the Public Works Manual of Procedures. EUA SITE SIGNS SPECIFICATIO%S Size:4' X 8'X I'•'R Material:Face'..'Tempered masonite or equal.Frame 154— X 3-':`fir-dressed four(41 sides Assembl%: 14" X 3 3s"fir frame to fit 4' X 8'X I%'panel with two(2)center braces Paint:Face coats outdoor enamel(sprayedI Rear-1 coat outdoor enamel(sprayed) Lettering:Silk screen enamels where possible.or hand painted enamels Colors: Red. whue. and blue. Specifically. uhitc background."nee jobs for your community" in rel: EDA logo and., ":n partnership with the U.S.Department of Commerce.Economic Development Administration;' (See Exhibit XI SECTION 59. NATIONAL HISTORIC PRESERVATION ACT OF 1966 The contractor agrees to contrihutc to the preservation and enhancement of structures and objects of historical.archi- tectural or archaeological significance when such items are found and/or unearthed during the course of project con- struction and to consult with the State Historic Preservation Officer for recovery of the items. (Reference: National Historic Preservation Act of 1966(80 Stat 915. 16 USC 470)and Executive Order No.11593 of May 31. 1971.) SECTION 60. CLEAN AIR ACT AND FEDERAL NATER POLLUTION CONTROL ACT The Contractor agrees to comply with Federal clean air and water standards during the performance of this contract and specifically agrees to the following: a. The term"faciliti"mean,(a)any huilding.plant.installation.structure.mine.vessel or other floating craft.location or site of operation,(h)owned. leased.or supervised(c) by the contractor and the subcontractors(d)for the con- struction.supply and service contracts entered into by the contractor. b, that any facility to he utilired m the actiumpfishmcnt of this contract is not listed on the Environmental Protection Agency's List of Violating Facilities pursuant to 40 CFR.Part 15.20. c. that in the event a facility utilized in the accomplishment of this contract becomes listed on the EPA list.this contract may be cancelled.terminated or suspended in whole or in part: d. that it will comply with all the requirements of Section 114 of the Air Act and Section 308 of the Water Act relating to inspection.monitoring.entry. reports.and information.as well as all other requirements specified in Section 114 and Section 308.respectively,and all regulations and guidelines issued thereunder. e. that it will promptly notify the Government of the receipt of any notice from the Director.Office of Federal Activi- tics. Environmental Protection Agency.indicating that any facility utihied or to be utilized in the accomplishment of this contract is under consideration for listing on the EPA list of Violating Facilities. • 00220 f. that it will include the provisions of paragraphs a. thronch g. in cvcry subcontract or purchase order entered into for the purpose of accompli.hing this contract. unless otherwise rxemptcd pursuant to the EPA regulations imple. menting the Air or Water Act(40 CFR.Part 15.5).so that such provisions will be binding upon each subcontractor orvendor: g. that in the event that the contractor or the subcontractors for the construction.supply and service contracts entered into for the purpose of accomplishing this contract were exempted from complying with the above requirements under the provisions of 30 CFR. Pan 15.5(x). the exemption shall be nullified should the facility give rise to a criminal conviction (See 40 CFR. Part 15.20)during the accomplishment of this contract. Furthermore. with the nullification of the exemption. the above requirements shall be effective. The contractor shall notify the Govern- ment,as soon as the contractor or the subcontractors' facility is listed for having given rise to a criminal conviction noted in 40 CFR. Part 15.20. SECTION 61. 10 PERCENT MINORITY BUSINESS UTILIZATION COMMITMENT - The contractor agrees tt expend at least 10 percent of the contract, if awarded, for bona fide minority business enterprises. For purposes of this paragraph the term "minority business enterprise" means a business at least 50 percent of which is owned by minority group members or, in case of a publicly owned business, at least - 51 percent of the stock of which is owned by minority group members. For purposes of the preceding sentence "minority group members" are citizens of the United States who are Negroes, Spanish-speaking, Orientals, Indians, Eskimos, and Aleuts. Vo partial or complete waiver of the foregoing requirement shall be granted by the Owner and approved by the Economic Development Administration other than in exceptional circumstances. To justify a waiver it must be shown that every feasible attempt has • been trade to comply, and it must be demonstrated that sufficient, relevant, qualified minority business enterprises (which can perform sub-contracts or furnish supplies beyond those already specified in the contract bid) are unavailable in the market area of the project to enable meeting the 10 percent minority business enterprise goal. If it appears that less than 10 percent of the contract funds (or whatever lower percentage has been authorized by waiver) will be expended to such enterprises, this contract will be suspended or terminated unless (a) the expenditure shortfall is not the fault of the contractor or (b) the contractor satisfactorily demonstrates it will make up for the shortfall during the balance of the contract period. Any waivers hereunder are subject to the approval of the Economic Development Administration. The contractor further agrees to cooperate with the Owner in furnishing the Economic Development Administration with reports on minority business enterprise utilization after award and at 40 percent completion of the project- G-20 - 00221 Failure to comply with the ter-= of this Paragraph or to use (as may be modified by waiver) minority business enterprises as stated . in the contractor's assurance constitutes breach of this contract. SECTION 62. EMPLOYMENT OF ILLEGAL AI3ENS During the performance of this contract the contractor agrees not to employ on such project any alien in the United States in violation of the Immigration and Nationality Act or any other law, convention, or treaty ok the United States relating to the immigration, exclusion,-deportation, or expulsion of aliens. The contractor will include the provisions of the preceding paragraph in every subcontract so that such provisions will be binding upon each subcontractor. SECTION .63. UTILIZATION OF UNITED STATES PRODUCTS The contractor agrees to use and cause to be used in such project by dil his subcontractors, only such unmanufactured articles, zaterials, and supplies as have been wined or produced in the United States, and only such manufactured articles, materials, and supplies as have been manufactured in the United States substantiall3o ail from articles, materials, and supplies alined, produced, or manufactured, as the case may be, in the United States. ED; may determine that for specific projects this requirement goes not apply. SECTION 64. EMPLOYMENT OF VETERANS The contractor agrees to provide certification that special consideration, consonant with existing applicable collective bargaining agreements and practices, shall be given to the employment on the project of qualified disabled veterans as defined in 38 USC 2011(1), and to qualified Vietnam-era veterans, as defined in 38 USC 2011(2) (A) . G-21 00'0`2 DIVISION H - SUPPLEMENTAL GENERAL CONDITIONS • SECTION 1 . DEFINITIONS Whenever the following terms , pronouns in place of them or initials of organizations appear in the contract documents , they shall have the following meaning: Addendum - A document issued by the County during the bidding period which modifies , supersedes , or supplements the original contract documents. Affirmative Action Manpower Utilization Re ort - A written document daily, weekly, or monthly) prepared by the contractor for submission to the County which reports the total number of employees , the total number of minority employees , and the present minority manhours of total manhours worked on the project. Agreement - The written document of agreement, executed by the County and the Contractor. Architect or Engineer - Shall mean the architect , engineer, individual or co-partnership, employed by the County of Contra Costa; or the Public Works Director, or his authorized representative. Bidder - Any individual , partnership, corporation , • association, forint venture, or any combination thereof, submitting a proposal for the work, acting directly, or through a duly author- ized representative. Board of Supervisors - Shall mean the duly elected or appointed officials who constitute such a Board , who will act for the County in all matters pertaining to the Contract . Change Order - Is any change in contract time or price and any change in contract documents not covered by subcontractors. Project Insoector , Construction Supervisor , Inspector, or Clerk of the Works - 5hall mean the authorized agent of the County at the site of the work. Contract - The contract is comprised of the contract documents. �— Contract Documents - The contract documents include the agreement , notice to contractors , instructions to bidders , proposal , plans , general conditions , specifications , contract bonds , addenda, change orders , and supplementary agreements . Contractor - The individual , partnership , corporation , association , joint venture, or any combination thereof, who has entered into a contract with the County. H-1 09223 SECTION I. - DEFINITIONS (cont 'd) County - Shall mean the County of Contra Costa , a . political subdivision of the State of California and party of the first part, or its duly authorized agent acting within the scope of their authority. Field Order - Is an instruction given during the course of the work. See Section 12 B ) General Notes - The written instructions , provisions , conditions , or other requirements appearing on the drawings , and so identified thereon, which pertain to the performance of the work. Plans - The official drawings including plans, eleva- tions , sectiondetail drawings , diagrams , general notes, informa- tion and schedules thereon , or exact reproductions thereof, adopted and approved by the County showing the location, character , dimension, and details of the work. Specifications - The instructions , provisions , condi - tions and detailed requirements pertaining to the methods and manner of performing the work, or to the qualities and quantities of work to be furnished and installed under this contract . Subconstractor - An individual , partnership , corporation , association , joint venture, or any combination thereof, who contracts • with the 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. Superintendent - The representative of the Contractor who shall be present at the work site at all times during performance 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 behalf of the Contractor. Supplementary Agreement - A written agreement providing for alteration , amendment , or extensiorr of the contract. Work - The furnishing and installing of all labor, materials , articles , supplies , and equipment as specified , designated , or required by the contract . SECTION 2 . GOVERNING LAWS AND REGULATIONS A. All work and materials shall be in full accordance 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 Plans or Specifications to be construed to permit work not conforming to these Codes. The SECTION 2. GOVERNING LAWS AND REGULATIONS (cont ' d) Contractor shall keep copies of Codes on job at all times during • construction period . B. Exderpts 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 the excavation of any trench or trenches five feet or more in depth, shall 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 delegated , in advance of excavation , of 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 the excavation of such trench or trenches . If such plan 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 , sloping , or protective system less 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 the awarding body or any of its employees . "The terms "public works" and "awarding body," as used in this section shall have the same meaning as in Labor Code Sections 1720 and 1722 respectively. " SECTION 3 . CONTRACTOR ' S RESPONSIBILITY FOR PUBLIC UTILITIES A. Public Utilities (a) The Contractor shall send proper notices , make all necessary arrangements , and perform all other services required in the care and maintenance of all public utilities . The Contractor shall assume all responsibility concerning same for which the County may be liable. (b) Enclosing or boxing in , for protection of any public utility equipment , shall be done by the Contractor. Upon completion of the work, the Contractor shall remove all enclosures , fill in all openings in masonry , grouting the same watertight , and 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 continuing use of same by the County during the entire progress of the work. H-3 092425) SZCTION 4 BOND AND INSURANCE A. Compensation Insurance The Contractor shall take out and maintain durina the life of this Contract , adequate Workman ' s 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 Workman ' s 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 Workmen ' s Compensation statute, or in case there is no applicable Workmen ' s Compensation statute, the Contractor shall provide, and shail cause each subcontractor to provide, adequate insurance for the protection of his employees not otherwise protected . B. 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 damage to property, including the loss of use thereof, arising out of each accident , or occurrence. Contractor 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 . The Contractor shall submit a Certificate of Liability Insurance which shall include the "hold harmless" agreement as required in the Articles to Agreement . C. Certificates of Insurance 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 certificates shall indicate that Contra Costa County has been named as an additional insured. These certificates shall contain a provision that coverage afforded under the policies will not be cancelled until at least thirty (30) days ' prior written notice has been given to Contra Costa County. D. Performance Bond In addition to the requirements in Paragraph 29 of the General Conditions , the bond shall insure the owner for the term of one (1 ) year from the date of final acceptance of the work against faulty or improper materials or workmanship that may be discovered during that time. H-4 0�� SECTION 4. BOND AND INSURANCE E. Payment Bond • In addition to the requirements in paragraph 29 of the General Conditions , the bond shall be in accordance with the laws of the State of California to secure the payment of all claims for labor and materials used or consumed in the performance of this contract and of all amounts under the Unemployment Insurance Act . SECTION 5. SUBCONTRACTING A. The Contractor shall be responsible for all work performed under this contract , and no subcontractor will be recog- nized as such. All persons engaged in the work will be considered as employees of the Contractor. B. The Contractor shall give his personal attention to the fulfillment 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 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 disputes among subcontractors or between the Contractor and one or more subcontractors concerning responsibility for performing any part of the work. 0. 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 record 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 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 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 or the subcontractor ' s bid , and disciplinary action by the Contractors ' State License Board . SECTION 6. TEMPORARY UTILITIES AND FACILITIES A. All water used on the work will be furnished and paid for by the Contractor. The Contractor shall furnish the necessary H-5 Wd2 SECTION 6. TEMPORARY UTILITIES AND FACILITIES (cont ' d) temporary piping from the distribution point to the points on the site where water is necessary to carry on the work and upon completio 0 of the work shall remove all temporary piping. B . The Contractor , at his own cost , shall furnish and install all meters , all electric light and power equipment and wiring , all gas meters , gas equipment and piping that is necessary to perform his work and shall remove the same 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 , wire for , install and maintain temporary electric light wherever it is necessary to provide illumination for the proper performance and/or inspection of the work. The lighting shall provide sufficient illumination and shall be so placed and distributed that these Specifications can be easily read in every place where said work is being performed. This temporary lighting equipment may be moved about but shall be maintained throughout the work, available for the use of the Engineer , Project Inspector , or any other authorized representative of the County whenever required for inspection . D. The Contractor shall provide and maintain for the duration of the work temporary toilet facilities for the workmen. These facilities shall be of an approved type conforming to the requirements of the County Health Department , and shall be weather- tight structures with raised floors . Structures are to have adequate • light and ventilation and door equipped 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. The County will pay directly to the utility companies connection fees , annexation fees , permit fees , acreage fees , and all other fees required by the utility companies and associated with the permanent utility services. if additional fees associated with the temporary services are required they will be paid by the Contractor. The County will not pay for water, gas, telephone and electricity consumed on the project until after the County makes written request to the utility companies that: billines be sent to the County. (Normally the County will make these requests after the project is accepted as complete. ) F. A 3 ' X 4 ' bulletin board (protected from the weather) on which to display wage rates , equal opportunity data , emergency telephone numbers and other information as directed by the Engineer. SECTION 7 . PERMITS The Contractor is not required to pay any charges associated with permits . ( It is not the present policy of the County to pay fees to the incorporated cities for permits. ) SECTION 8. CONDUCT OF WORK A. The Contractor shall observe that the County reserves the right to do other work in connection with the project by Contract 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. Proper facilities shall be provided at all times for access of the County representatives to conveniently examine and inspect the work. C. If any subcontractor or person employed by the Contractor shall appear to the Engineer to be incompetent or to act in a disorderly or improper manner, he shall be discharged immediately on the written request of the Engineer/Architect , and such person shall not again be employed on the work. D. Certification of Nonsegregated Facilities Notice to Prospective Contractors of Federally Assisted Construction - (a) A Certification of Nonsegregated Facilities , as required by the May 9, 1967 , order (32 F. R. 7439 , May 19,• 1967) on elimination of segregated facilities , by the Secretary of Labor, must be submitted prior to the award of federally assisted construction contracts exceeding 510, 000 which are not exempt from the provisions • of the Equal Opportunity clause. (b) Contractors receiving federally assisted construction contract awards exceeding $ 10, 000 which are not exempt from the provisions of the Equal Opportunity clause will be required to provide for the forwarding of the following notice to prospective subcontractors for supplies and construction contracts where the subcontracts exceed $ 10, 000 and are not exempt from the provisions of the Equal Opportunity. clause. Notice to Prosoective Subcontractors of Requirements for Certifications—or Nonsegregated Facilities (a) A Certification of Nonsegregated Facilities as required by the May 9, 1967 , order (32 F. R. 7439, May 19, 1967) on elimination of segregated facilities , by the Secretary of Labor , must be submitted prior to the award of a subcontract exceeding $ 10, 000 which is not exempt from the provisions of the Eqaul Opportunity clause. (b) Contractors receiving subcontract awards exceeding $ 10 , 000 which are not exempt from the provisions of the Equal Opportunity clause will be required to provide for the forwarding of this notice to prospective subcontractors for supplies and construc- tion contracts where the subcontracts exceed $10, 000 and are not exempt from the provisions of the Equal Opportunity clause. H-7 11�t�29 CERTIFICATE OF NONSEGREGATED FACILITIES The federally-assisted construction contractor certifies that he • does not maintain or provide for his employees any segregated facilities at any of his establishments, and that he does not permit his employees to perform their services at any location, under his control , where segregated facilities are maintained. The federally-assisted construction contractor certifies further that he will not maintain or provide for his employees any segregated facilities at any o: his establishments, and that he will not permit his employees to perform,: their services at any location, under his control , where segregated facilities are maintained. The federally-assisted construction contractor agrees that a breach of this certification is a violation of the Equal Opportunity clause in this contract. As used in this certification, the term "segregated facilities" mea.:s any waiting rooms, work areas, rest rooms, and wash rooms, restaurants and other eating areas, time clockz., locker rooms and other storage or dressinc areas, parking lots , drinking fountains, recreation or entertainment areas, transportation, and hous.ng facilities provided for employees which are segregated by explicit directive or are in fact segregated on the basis of race, creed, color or national origin, because of habit, local custom, or otherwise. The federally-assisted construction contractor agrees that (except where he has obtained ieentical certifications from proposed subcontractors for specific time periods) he will obtain identical certifications in duplicate from proposed subcontractors prior to the award of subcontracts exceeding S10,000 which are not exempt from the provisions of the Equal Opportunity clause, and that he will retain the duplicate of such certifications in his files. The subcontractor will include the original in his Bid Package. Race or ethnic group designation of subcontractor. Enter race • or ethnic group in the appropriate box: ( ) Negro ( ) Spanish American ( ) Oriental ( ) American Indian ( ) Eskimo ( ) Aleut ( ) White (Other than Spanish American) The construction subcontractor certifies that he is not affiliated in any manner with the Grantee/Borrower (City) of the federally-assisted construction project. REMARKS: H-8 ns1A30 • Certification - The information above is true and complete to the best of my knowledge and belief. Name and Title of Signee Signature Date NPTE: The penalty for making false statements in offers is prescribed in 18 U.S.C. 1001 . r G "-g (1921 SECTION 9. INSPECTION A. Whenever the Contractor intends to perform work on Saturday , Sunday, or a legal holiday , he shall give notice to • the County of such intention at least two working days prior to performing such work, or such other period as may be specified , so that the County may make necessary arrangements. SECTION 10. REJECTIONS OF MATERIALS A. 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 Contractor does not pay the expenses of such removal within ten ( 10) days thereafter , the County may upon ten ( 10) days written notice, sell such materials at auction or at private sale and shall account for the net proceeds thereof after deducting all costs and expenses that should have been borne by the Contractor. SECTION 11 . INTERPRETATION OF CONTRACT REQUIREMENTS A. Correlation : The contract documents shall be inter- preted as being complementary in requiring a complete work ready for use and occupancy or, if not to be occupied , operation . Any require- ment occurring in any one of the documents is as binding as through occurring in all . S. Conflicts in the Contract Documents : In the event • of conflict in the contract documents , the priorities stated in subdivisions 1 , 2 , 3 , and 4 below shall govern : 1 . Addenda shall govern over all other contract documents , except the County ' s Standard Form Agreement unless it is specifically indicated that such addenda shall 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 Plans : a . Schedules , when identified as such, shall govern over all other portions of the plans. b. Specific Notes , shall govern over all other notes and all other portions of the plans . c. Larger scale drawings shall govern over smaller scale drawings . 4. Conflicts within the Specifications : a . The "General Conditions of the Contract" shall govern over all sections of the specifications except for specific modifications thereto that may be stated in the Special Conditions . M- 10 9 9 32 SECTION 11 . INTERPRETATION OF CONTRACT REQUIREMENTS (cont ' d) 4. Conflicts within the Specificatioons : (cont'd) • b. Omissions : 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 workman-like 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 , where the price of each such component is small even though the aggregate cost or importance is substantial , and shall include a single component which is 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, size , and profile of the parts or materials otherwise set forth in the contract documents. SECTION 12. CLARIFICATIONS 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 thereto are not sufficiently detailed or explained in the contract documents , then , before proceeding with the work affected , he shall immediately notify the County in writing through the Construction Supervisor , and request interpretation , 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 cost . B . 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 Pians and Specifications in order to clarify the intent of the contract documents by adjustment to meet field conditions or to make the various phases of the work meet and join property. 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 Orders : See SECTION 17 this Division . H- 11 H- 1 t 9rri,, 11 SECTION 13 . 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 designat- ions shall be considered as being those found in industry publications of current issue at date of first invitation to bid. B . 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 part of this contract . When such 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 14 . MATERIALS , ARTICLES , AND EQUIPMENT: A. Material shall be new and of quality specified . When not particularly specified , material shall be the best of its class or kind. The Contractor shall , if 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 4380 et seq. , of the Government Code , State of California. B. 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 . Items damaged during delivery shall be rejected . C. All materials shall be delivered so as to insure a speedy and uninterrupted progress of the work. Same shall be stored so as to cause no obstruction , and so as to prevent overload- ing of any portion of the structure , and the Contractor shall be entirely responsible for damage or loss by weather or other causes. SECTION 15. SHOP DRAWINGS, DESCRIPTIVE DATA, SAMPLES , ALTERNATIVES A. Descriptive Data - Submit sets of manufacturer ' s brochures or other data required by the specifications in the number - of copies as required in submittal schedule, or five (5) copies if no schedule is included in these 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. B. Samples - Submit samples of articles , materials or equipment as required by the specifications . The work shall be in accordance with the approval of the samples . Samples shall be removed . from County property when directed. 01,1234 H- 12 SECTION 15. SHOP DRAWINGS , DESCRIPTIVE DATA, SAMPLES , ALTERNATIVES (cont 'd 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. C. Whenever a material or process is identified on the Plans or the Specifications by a manufacturer' s name or number it is intended to establish a standard . If the Contractor and/or subcontractors desire to substitute any other manufacturers material or process of equal quality performance and design to that specified , the Contractor shall make application and submit evidence satisfactory to the County , substantiating the material or process as equal to that specified ; and that it will perform in relation to all other aspects of the work without requiring changes to the other work. Request for substitution shall be made with ample time for the County' s review so that no delay will occur in the work. No extension of time will be considered because of substitutions. Failure to propose the substitution of any material or process within thirty five (35) days after signing of the contract , is sufficient cause for the denial of request . The County will not be responsible for any resulting deviations from Plans and Specifications caused by acceptance of substitute materials or processes. The Contractor shall notify the County of all changes necessitated by substitutions ; and shall make no changes without approval of the County and those approved changes shall be made without additional cost to the County. Include in all submissions for substitution, evidence of comparative cost of materials and processes so that the County may receive a credit if • the substitution is of lower cost than that specified. The Contractor shall note that the burden of proof as to the comparative quality or suitability of the offered materials or processes shall be upon the Contractor. The County shall be the sole judge as to such matters . - if the substitution is rejected , then the specified material shall be supplied. SECTION 16. SAMPLES AND TESTS The County reserves the right at its own expense to order tests of any part of the work. If 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 , all samples for testing will be taken by the County from the materials , articles or• equipment delivered , or from work performed , and tests will be under the supervision 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 Premises for examination , including testing , shall be disposed of by the Contractor at his own expense within not more than ten ( 10) days after the Contractor acquired knowledge that • such examination is concluded , unless otherwise directed by the County. H-13 �f)423 SECTION 17. CHANGE ORDERS A. Allowable Time Extensions - 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. B. Records and Suoportive Information - 1 . The Contractor shall maintain his 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 costs of other operations. 2 . Contractor shall maintain daily records showing man hours and material quantities required for cost plus work. The Contractor shall 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 aoprovinq signature to the form on the d_l the work is 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. C. Failure to Agree as 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 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 shall not preclude subsequent adjustment based upon a later audit by the County. SECTION 18 . OCCUPANCY BY THE COUNTY PRIOR TO ACCEPTANCE 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 o, 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 defective work or materials found at any time before the acceptance of the work as set • forth in Section 20 or during the guaranty period after such acceptance, as set forth in Section 21 . H- 14 SECTION 19. PAYMENT OF FEDERAL OR STATE TAXES 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 Contract and which are exempt from Federal Excise Tax. SECTION 20. ACCEPTANCE A. The work shall be accepted in writing only when it shall have been completed satisfactorily to the County. Partial payments shall not be construed as acceptance of any part of the work. B. Final acceptance of the Contract will not be given until all requirements of the contract documents are complete and approved by the County. This shall include, but is not limited to, all construction, guarantee forms , parts list , schedules , tests, operating instructions , and as-built drawings - ali as required by the contract documents. SECTION 21 . GUARANTEE A. The Contractor further agrees , that within 10 calendar days after being notified in writing by the County of any work not in accordance with the requirements of the contract or any defects in the work, he will commence and prosecute with due idiligence all work necessary to fulfill the terms of this guarantee, and to complete the work within a reasonable period of time, and in the event he fails to so comply, he does hereby authorize the County to proceed to have such work done at the Contractor ' s expense and he will pay the cost thereof upon demand . The County shall be entitled to all costs , including reasonable attorney' s fees , necessarily incurred upon the contractor ' s refusal to pay the above costs . Notwithstanding the foregoing paragraph, in the event of an emergency constituting an immediate hazard to the health or safety of the County' s employees , property, or licensees , the County may undertake at the Contractor ' s expense without 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 . 8. The general contractor and each of the listed subcontractors shall execute and furnish the County with the standard guarantee form. GUARANTEE FOR CONTRA COSTA COUNTY BUILDING • MARTINEZ , CALIFORNIA We hereby guarantee to the County of Contra Costa the Type of Work which we have installed in the NAME OF BUILDING , California , for year (s) use from date of filing of the completion notice in the OffiTce of the 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 tear and unusual abuse or neglect expected , together with any other work which may be damaged or displaced in so doint . If we fail to comply with the above mentioned conditions within a reasonable time after being notified in writing ,we, collectively and separately, do hereby authorize the owner to proceed to have the defects repaired and made good at our expense and we will pay the costs 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 pians and specifications for this project . This guarantee supersedes any previous guarantees we hav� made for this particular project. SUBCONTRACTOR Date:_ (Affix Corporate Seal ) GENERAL CONTRACTOR Date : (Affix Corporate Seal ) n Note : If the firm is not a corporation , add a paragraph stating the type of business organization and the capacity and authority of the person signing the guarantee. SECTION 22. ED -746 PAYROLL REPORTING FORM ED-746 Local Public Works Payroll Reporting Form is required by EDA, submitted directly to them at the following address: Chief, Information Systems and Services Division Economic Development Administration U.S. Department of Commerce Room 6-615, Main Commerce Bldg. 14th Street and Constitution Avenue, N.W. Washington, D.C. 20230 A copy of the form shall be sent to the County. The form must be submitted not later than the 5th of the month following the reporting period. The following information is a guide for filling out the form: A. EMPLOYERS RESPONSIBLE FOR ED—T46 PAYROLL REPORTING • Contractors and Subcontractors -- organizations under contract for all or a specified portion of the actual on-site construction or improvement work for the project . B. EMPLOYEES TO BE REPORTED (Report only the actual number of hours worked on the project for employees compensated with project funds from an- source . ) 1. Performed project-related activities (construction work or ad- ministrative duties) on and/or off the site of the project ; AND • 2. Meets one of the following conditions : a. ) is classified by Construction Occupation Code's and pe:- formed project-related activities on a full-tire or Dart- time basis during the pay period ; OP. o. ) is classified by Administrative , Clerical and Service Occupation Ccde* and performed traject-related activities _ for at least one-half of the em,_l c::er' s rexular number of work hours for the pay period. rC. EM?LOY£ES NOT TO BE REPORTED 1. Employed by an involved architectural , engineering , consulting or legal firm or is a similar self-employed pr0lessicra: ( --or the purpcse of evaluation , these organizations and sel-- e=ployed individuals are not considered "contractors" or "su-- contractors 2 . -=:icyed in ary capacity by a grantee organization ; CP 3. Emp_o ed by a =anufac u ing firm or s_p:-ier =c-. uneer cc::- tract for actual c_^.-s: -e cons:.- .:c_icn or _nvolved with a=t::e=. a. ) orf-site rar.ufac:urin_ , ::e=a:,r_cat_or , o: - -emaraz_c n -- project. rate:i als or o: • b. ) delivery o: t h=se =aver:a:: cr eel.__ int iters to t--,, project, site . * Refers to Occuzation Codes on reverse side of insLtruCtion nage on -- or= E"-7L•6 (Local Public Works Payroll Reporting =or=) n � D. MODIFICATION'S OF REPORTING REQUIREMENTS FOR FORM ED-746 • LOCAL PUBLIC WORKS PAYROLL REPORTING FORM Please note the followine modifications to the instructions for Form ED-746 , Local Public t:orks Payroll Reporting Form: Organizations and Firms that should not submit ED-746 forms The Grantee organization should not submit ED-746 forrs to re_oort Grantee employees even though they may be working on an LPI-, project. Also , ED-746 forms should not be submitted by the following professional organizations : architectural, engineering , consulting , and lezal firms. 2. Fo;.i su]J:nissicn r°_ c ulrements during "No S':ork" neriod _1 a Contr2ctor or Subcon traCtOr does nOt pe=fOr'l :Ort: for a nay period because of bad weather, strike, or anv other cause v.hich could not be predicted in advance , an D-746 foYm should be according to the Instructions 'for For: --n-746 , Local Public Worts Payroll Reporting Form. See the instructions that appear under the heading, "G--neral 1nS1L-_ruC_10-s for Form Completion" . on r—he Oth?r ;land , a COntraCtOr Or SubCOntrcC L_ 1:--n r: that the current !::)av period Will be followed by a s:.an Of ".;_me daring which t;oris on the project will no- De pGrfo:-med , the ED-746 submitted for the current pay period should be T-narked to indicate this situation. In order to indicate that wort: on the project is to be temporarily discontinued but ,,ill start again at a -Eutu're date, a "T" should be recorded in the s'�zCe for "Last- Payroll" (column 36) on the ZED-746 form sL`O,: L z tOQ T_Or the Current p-=v period. jvhen Wort: on the cro3-C" resurnies , an ED-746 form should again be submitted for each pati- period. H-18 SECTION lI SPECIAL CONDITIONS 1. SECURITY REQUIREMENTS Due to the restrictive nature of the existing Rehabilitation Center facil- ities and program, the execution of all work shall conform to the require- ments of the Rehabilitation Center Staff policies, and the following requirements: Work in occupied areas including interior of existing building and interior of enclosed yards, compounds or other fenced in areas shall be performed in conformance with the following requirements: a. Advance Notice: In addition to the requirements of Section IG, General Conditions, Section 8, Progress Schedule, advance notice in writing, indicating the area, and the length �of time involved, shall be made at least 48 working day hours prior, and approval shall be acknowledged in writing before beginning any phases of work, including, but not limited to the following: 1. Removal of enclosing items such as grills, fences, wails, doors,. access panels, windows. 2. Installation of temporary enclosures. 3. Interruption of utilities, heating, ventilating, or sewer lines to existing facilities. b. Entry to occupied areas shall be made only under the approval and super- vision of Rehabilitation Center Staff. Prior clearance in each instance shall be obtained from the Owner's Inspector before opening any locked door. c. Communication with Inmates: 1 . Each Contractor shall inform his workmen and suppliers of the provisions of Section 2624 of the County Ordinance Code which prohibits anyone, without the express permission of the Probation Officer or his deputy, to communicate with, provide written material , weapons, instruments, drugs, tobacco, or alcoholic beverage to any inmate of the Rehabilitation Center. 2. Any person violating the provisions of this Section shall be removed from the project and not returned, in addition to any criminal prosecution that may be initiated. 1 of 5 d. Work which interrupts the daily routine of the Rehabilitation Center Staff and is isolated by temporary enclosures or facil- • ities, shall be scheduled to be completed in as short a time as possible, and in a manner to allow the daily routine to be resumed without any decrease in security. e. Chain-link fencing modifications shall be made as early as possible in the construction schedule, and completed in order to secure enclosed areas during the project construction period. f. Maintain all areas clean of construction items, including tools, equipment, materials, and scraps. 2. UTILITIES a. Electric Power and Water: Will be available at the site for use by the Contractor for work on this project. Installation and connection of utilities will be performed by the Contractor. b. Interruptions in Utilities: Shall be Trade only after conforming to advance notice requirements above. 3. PROJECT OFFICE For exclusive use of the Building Inspector and the Architect and his representatives shall be provided for by the Contractor to meet the • following requirements: a. Minimum Size: 8' by 12' floor area by 8' high. b. A plan table at least 4' by 8' . c. Lighting sufficient to read the drawings and specifications. d. Heating and 5000 BTU window type refrigerated air conditioner. e. Construction shall be weatherproof, with a minimum of 1" of insulation board on the roof. Provide an outside night light and a lock on the door. f. No building materials will be permitted to be stored in the project office. g. Office shall be installed in a location as directed by the project inspector, immediately at the beginning of the project and shall be maintained intact until final acceptance of the project by the Owner, or earlier as directed by the project inspector. • 2 of 5 h. Contractor to supply one legal size file cabinet 5 drawer "Fortress" #25201 (with lock) Desert Sage color. This cabinet to become pro- perty of Contra Costa County upon delivery. • i. A complete set of the following shall be kept continuously at this office: 1. Approved Plans and Specifications. 2. Uniform Building Code, 1973 edition. 3. Title 19, Public Safety, with latest revisions. 4. PROJECT TELEPHONE For the exclusive use of the project inspector and the Architect and his representatives shall be provided by the Contractor to meet the following requirements: a. Toll-free use. b. Locate in Project Office where directed by the Project Inspector. c. Provide an automatic answering device which will record calls and . permit replay at a later time. d. Telephone shall be installed imeediately at beginning of project • and shall remain in service until final acceptance of the project by the Owner, or earlier as directed by the Project Inspector. 5. TEMPORARY SECURITY MEASURES a. Temporary Fencing: 6 ft. chain link fence with 3-strand barbed wire shall be provided by contractor to adequately enclose the Project and adjacent work areas. b. Temporary lighting: Security lighting shall be provided and maintained by the contractor to adequately light the work area during the Project construction period. c. Contractor shall remove all temporary security measures from the Project site upon completion or at such time as their use is not necessary to discourage vandalism problems. 6. STANDARD SPECIFICATIONS FOR MATERIALS a. In the specifications following, certain industry, association, State and/or Federal Government Standard Specification documents are referred to, to establish minimum requirements for materials and/or workmanship. 3 of 5 ,��243 b. Copies of each are on file in the Office of the Architect. Copies may be obtained by the Contractor by applying to the respective • industry, association, State and/or Federal Government department. C. "F.S." refers to Federal Specifications of the respective numbers established by the Procurement Division of the United States Govern- ment, of the latest editions including Amendments thereto but not including War Emergency Amendments. d. "S.H.S. " refers to Standard Specifications , California State Department of Public Works, Division of Highways, latest edition. e. "C.S." refers to Commercial Standards of the respective number by United States Department of Commerce. f. "A.S.T.M." refers to tentative specifications, standard specifi- cations, standard methods or standard methods of testing, of the respective serial number issued by the American Society for Testing Materials. 6. TESTS AND INSPECTIONS a. Scope: Test of materials, fabrications and installations shall be made in accordance with the requirements of these specifications. b. Testing Laboratory: The Owner shall appoint with the advice of the Architect a testing laboratory which shall make tests and inspections. The cost of all tests and inspections, except as specified to be paid by the Contractor, shall be paid by the Owner. c. Reports of all tests and inspections shall be made in 4 copy form; 1 copy each to the Owner, the Architect, the Inspector and the Contractor. d. Manufacturers' certificates covering conformance with the require- ments of the above mentioned Federal Specifications and Commercial Standards may, at the determination of the Architect, be accepted in lieu of tests. Such certificates shall be furnished to the Architect for all items so specified. e. The Architect may order such additional tests as he may deem necessary. The cost of such additional tests will be paid by the Owner. If such additional tests show non-compliance with the requirements, the cost of such tests shall be paid by the Owner and deducted from payments to the Contractor and work already installed shall be replaced by the Contractor, at his expense, when so ordered by the Architect. f. The Contractor shall furnish, F.O.B. Testing Laboratory, all samples of materials for testing. ; � 4 of 5 �' �C � 1. FIRST ORDER OF WORK • a. All items called out to be accomplished as a First Order of Work shall be promptly commenced upon the starting day of the contract and pursued toaDmpletion within thirty days thereafter, due allow- ance being made for inclement weather, delayed material delivery, or similar items not under the control of the Contractor. b. If any item of work so designated is not commenced promptly or pursued with reasonable dispatch, the monthly progress payment for the total contract will be withheld until such time as the item of work is accomplished. c. Items to be included as the First Order of Work: 1. Chain-link temporary fencing, modifications to accomplish a secure storage and work arta during the time of construction . of the work. 2. Construction Signs: Submit proposals to Architect for approval of signs and locations before constructing. 8. RECORD DRAWINGS a. Records shall be maintained of actual installations where at variance with the work as shown or where not otherwise located by dimension, elevation or other reference on the drawings. For this purpose, Contractor will be furnished a set of prints which shall be kept at the site of job and maintained in good condition and separate from other working sets. Recording thereon shall be kept current as the work proceeds and shall be done by accurate and carefully drawn lines and clearly written dimensions and notes and transferred to final reproducible "As Built" set. b. Actual locations and elevations of all pipe, conduit, duct or other items occuring below grade or within permanently concealed spaces shall be recorded by actual dimensions referenced from perma- nent and readily accessible building lines, floor lines or monuments. Buried lines shall show actual depth of cover. c. Record drawings shall be kept current with the work and up-dated monthly. Fulfillment of this requirement is prerequisite to approval of requests for progress payments. d. Upon completion of work, deliver said record prints and reproducible tracings to Architect. j I ! 924. 5of5 SECTION 2A DEWATERING • The requirements of Division 1 apply directly to all work hereunder. 1 . SCOPE Furnish all labor, materials , equipment and services required for pre- ventive and remedial dewatering of the construction site as shown on drawings and/or as specified herein. 2. DEWATERING a. Provide a system of pumps, and drain lines for the removal or ground water and storm water from the excavations and prevent accumulation of surface water. b. Install and operate the system in such a manner as to avoid the movement of fines or loss of ground from below the bearing levels and not influence the stability of surrounding areas. r. w i 2A 1 of 1 • SECTION 26 • EARTHWORK The requirements of Division l apply directly to all work hereunder. 1 . SCOPE Furnish all materials, equipment, services, labor and transportation necessary for the proper completion of earthwork for the project, as shown on drawings and/or as specified herein, including, but not limited to: a. Clearing and stripping. b. Excavation. _ c. Fill and backfill. d. Grading. e. Base rock, sand, b topsoil. f. Barricades, guards, shoring. WORK NOT INCLUDED UNDER THIS SECTION . a. Excavation and backfilling for sewer, water, gas and electric- lines. 2. GENERAL REQUIREMENTS a. Conform to applicable requirements of Contra Costa Ordinance Specifications where no requirements are mentioned for specific conditions. b. Bids shall be based on the following: 1. That the surface elevations are as indicated. Contractor to verify before starting work. If no notice of deviations is given it is mutually agreed that grades are as shown. 2. That no pipes or other artificial obstructions, except those indicated, will be encountered. 3. That hard material will be encountered, and that the pro- posed excavation can be accomplished without blasting. Isolated blocks of shale or sandstone may require ripping or Jack-hammering. 4. No blasting will be permitted on this project. i 26 1 of 7 5. Copies of tae log of borings taken for the County of Contra Costa by Woodward-Clyde Consultants are attached hereto for reference. Copies of the entire Soil Investigation Report • are available for reference at the Contra Costa Public Works Department of the office of the Architect. c. Chanoed Conditions: Should the contractor encounter, during the progress of the work, subsurface latent physical conditions at the site, materially differing from those shown on the drawings or specified, or unknown conditions of an unusual nature differing materially from those ordinarily encountered and generally recognized as inherent in work of the character provided for in the drawings and specifica- tions, the attention of the Architect shall be called immediately to such conditions before thay are disturbed. The Architect shall thereupon promptly investigate the conditions, and if he finds that they do so materially differ, the contract price shall, with the written approval of the Owner, be increased or decreased in accordance with such conditions. d. Layout: The Contractor shall retain at his own expense, the services of a licensed civil engineer to perform all layout and staking • of all lines and levels required for the performance of this work. e. The owner will employ the services of a Geotechnical consultant to be the owners representative during all grading operations both during the preparation of the site and the compaction of any fill . All excavating, grading of filling shall be performed under his direction. f. Utility Lines: Existing utility lines shown on drawings such as cables, ducts, conduits and piping, shall , if damaged (unless they are to be abandoned), be immediately repaired, protected, and maintained in use until relocation of same has been completed, or shall be cut and capped where directed, or shall be prepared for service connections when so required. Any utilities encountered that are not shown on the drawings and are to remain as active utilities, if inadvertently damaged by the Contractor, shall be repaired by him. i t ` 2 � 7 An adjustment in the Contract price will be made at rates deter- mined and approved by the Architect. If any extra expense is incurred in protecting and maintaining any utility line not shown on the drawings, an adjustment in the price will be made. 3. CLEARING a. All trees, logs, shrubs, and brush shall be removed. b. Stumps shall be removed entirely. Roots and matted roots shall be grubbed out to at least 18" below the existing surface. c. Dispose of refuse, stumps, roots, away from the site, No burning of debris will be permitted at the site. 4. DUST CONTROL Apply water for the alleviation or prevention of dust nuisance caused by earthwork and hauling operations inside and outside the limits of work in connection with this project, in accordance with local ordi- nances and regulations. Clean all parking and roadways affected by this work. 5. DEFINITION OF TERMS A. FILL: all soil material placed to raise the natural grade of the • site or to backfill excavations. B. ENGINEERED FILL. fill upon which the Geotechnical Engineer has made sufficient tests and observations to enable him to issue a written statement that in his opinion the fill has been placed and compacted in accordance with the specification requirements. a. ON-SITE MATERIAL: that which is obtained from the required excavation on the site. b. IMPORT MATERIAL: that which is hauled in from off-site borrow areas. c. SELECT MATERIAL: an on-site or imported soil material meeting the requirements set forth in Section 6.C.2. C. MATERIALS MANUAL: State of California, Business and Transportation Agency, Department of Transportation, latest revision. 2B,,- _ "9249 3 of 7 D. PERCENT COMPACTION: the ratio, expressed as a percentage, of the • dry density of the fill material as compacted in the field, to the maximum dry density of the same material determined by the ASTM Test Method D-1557. Field densities shall be determined in accordance with ASTM-D-1556 or ASTM-D-2922-71 . 6. SITE PREPARATION A. EXCAVATION UNDER CONCRETE SLABS: Excavate under concrete slabs to a depth of l '-6" below the bottom of slab and to such additional depth to remove any vegetable matter, loose fills or other unsuitable material or to a minimum depth of 4" below the existing ground surface whichever is lower. Excavated materials below the surface strippings are suitable for engineered fill as specified herein after, but shall not be used as select fill below slabs. Excavations shall be properly graded to prevent ponding of water. B. PREPARATION FOR FILLING: The site shall be cleared of all structures and debris. The site shall then be stripped to an approximate depth of four inches to remove existing organics and other deleterious materials. Any utility • lines shall be removed and the excavation carefully backfilled according to these specifications. The exposed subgrade shall then be scarified to a depth of at least 6 inches and compacted at a moisture content 1 to 3 percent above optimum. Before placing fill , the Contractor shall obtain the Geotechnical Engineer's approval for the site preparation in the area to be filled. The clean stockpiled soil shall then be used to bring the site to grade in accordant with Sections C and D below. C. MATERIAL USED FOR FILL: 1 . General Requirements for Fill Material : All fill material must be approved by the Geotechnical Engineer. The material shall be a soil or soil-rock mixture which is free from organic matter or other deleterious substances. The fill material shall not contain rocks or lumps over 6 inches in greatest dimension, and not more than 15% larger than 2-1/2 inches. , . 26 n r. 4- of 7 " rf)�5n 2. Requirements for Select Fill Material : In addition to the • requirements of C. 1 above, se ect material must conform to the following requirements: Minimum "R" Value* 25 Maximum Expansion Pressure 100 Maximum Plasticity Index 12 * Values at an exudation pressure of 300 psi as determined by Test Method No. 301-F of the Materials Manual. 3. Requirements for Rock Under Floor Slabs: Gravel for used under t1oor slabs shall consist of clean gravel or crushed stone conforming to the following grading requirements: Sieve Size Percentage Passing Sieves 1" 100 3/4" 90-100 No. 4 0-10 D. PLACING AND COMPACTING FILL MATERIAL: 1 . All fill material shall be compacted as specified below, or by other methods, if approved by the Geo-technical Engineer, so as to produce a minimum degree of compaction of 900. Fill material shall be spread in uniform lifts not exceeding 8 inches in uncompacted thickness . Before compaction begins, the fill shall be brought to a water content 1 to 3 percent above optimum by either: 1 ) aerating the material if it is too wet; or 2) spraying the material with water if it is toc dry. Each lift shall be thoroughly mixed before compaction to ensure a uniform distribution of water content. 2. Any fill that does not meet the specification requirements shall be removed and/or recompacted until the requirements are satisfied. E. TREATMENT AFTER COMPLETION OF GRADING: After grading is completed and the Geotechnical Engineer has finished his observation of the work, no further excavation or filling shall be done except with the approval of and under the observation of the Geotechnical Engineer. It shall be the responsibility of the Grading Contractor to prevent erosion of freshly graded areas during construction and until such time as permanent drainage and erosion control measures have been installed. 2B 5 oT 7 F. EXCAVATION FOR STRUCTURES: . In excavations for spread footings carried below the depths indicated without specific directions , the concrete shall be extended to the bottom of the excavations ; all additional work of this nature shall be a` the Contractor's espense. Excavation for footings, piers, walls , shall be clean and accurate earth-cut banks wherever possible; otherwise excavate for clearance to construct wood forms. G. EXCAVATION FOR PIPE TRENCHES (Applicable to work performed under other Sections of the Specifications) : Trenches for pipe lines shall be excavated along straight lines and, unless indicated otherwise, the width of trench shall be in accordance with the Contra Costa County Ordinance Specifications , and shall provide a minimum of 6" between the outside of the pipe bell or outermost portion of pipe or coupling and the sides of the trench or bracing. See Plumbing, Mechanical and Electrical Sections for additional requirements of work to be performed under those _Sections. All piping shall be minimum 2 ft. 0 inches below finish grade. Backfill shall be sand or pea gravel tamped to ensure no settlement will occur. H. SHORING AND SHEETING: — -_ - - -_ _`- • Excavations shall be shored and sheeted with members of sizes and arrangment sufficient to prevent injury to persons, damage to structures, injurious caving, or erosion. Shoring, sheeting and bracing shall be removed as the excavations are backfilled; care shall be exercised to prevent injurious caving during the removal of the shoring and/or sheeting. 2B 6of7 7. GRADING • A. Perform all grading in the areas so indicated. B. Bring fill to finished grades indicated within a tolerance of one-tenth of a foot and grade to drain water away from structures. Existing grades which are to remain and which are disturbed by the Contractor's operations, shall be graded to provide surfaces suitable for the proper use of mowing machines. Grades under areas to receive topsoil shall be brought to 1 ' -V below finish grade. 8. DISPOSITION OF SURPLUS MATERIAL A. Surplus material not suitable for filling, backfilling, or grading and other spoil material may be disposed of by spreading on the site as directed or removed from the site. B. Surplus material suitable for filling, backfilling, or grading shall be placed in the area so designated by the drawings and in the manner specified in 28-6-D placing and compacting fill material . 6 3 j r . . 2B 7 of 7 t i ' L—l-- ti � � � ► tl l fun UJ Ui L_ J acs -- L J c o U_ o p 4'CO 00 to _ Co � t f ; r � it 1� 1 � It t C9, It �r I � �/ I �- z / t► vo 1 o � �' t >4 C: ;Uco r �� 9n-423 wD.a OV] =:m OF Q� Ul oao off Yip SS9 -- / ) tx E_ _ - I 1 w Er vim ep-+zz E� r1 O co c:7 z a U £ dc Ea 39 /-C� / SITE PL.API AND TEST BORING LOCATIONS Project No. I39fl9A 1:ITCHEN / DINING HALL AT Figure I WOODWARD-CLYDE CONSULTANTS SHERIFF'S REHABILITATION CENTER Contra Costa Count California Project : KITCHEN I DINING BALL AT BORING LOG LEGEND SHEET SHERIFF'S S F�Fie15ILITi�TICPJ CENTER Contra Costa County, California Date Drilled: Remarks: Type of Boring: Hammer Weight: LZ.OGS7:.'GRY 'ESTS U. ` ' E3 DESCRIPTION CL c o c m v c m W N !^� O d C' n� a G S .. . . ,.. ... . •a---- 2-INCH I.D. AODIFIED'CALIFORNIA SAMPLER 10 r------ 2-INCH O.D. STANDARD SPLIT-SPOON SAMPLER 15 1 f---- SACK SAMPLE 20 BLOW COUNT WITH A 140-LB. HAMMER 15 f-- FALLING 30 INCHES 25 30 Proj. No. 13909A WOODVJARD—CLYDE CONSULTANTS LEGEND SHEET P r o j e c t : KZTCHE:•i / DI"ING HALL AT j SPER I F 'S F.E11J;0'1L!TAT=OIJ CENTER L O g Q f Boring Contra Costa C:ot:nty, California Date Drilled: Julv 22, 1'-168 Remarks: Type of Boring: _ Harn►ner Weight: (See Legend Sheet for sampler sizes and hammer weiq ts) o LABORATORY TESTS U. = U. O = Y r E MATERIAL DESCRIPTION ��_ M ICU.M 4 O C C V V v C h V N m �_,_� pn o $ - n _o r GN Surface Elevation : 660.0 r0 o �v j C L A Y is Y S I L T ^� b:eriium dense, dry, brown, with rock fragments x � W E A T H E R E D S H A L E 1 34 Medi-.n dense, dry to damp, dark brown 12 117 5320 Yf S A N D S T O N E { Very dense, dry, dark gray 2 50 16 115 5850 S S H A L E Very dense, dry, green—brown • 20 nt 3 60 13 116 - BOTTOM OF HOLE @ 13 ' (DRY) • *COTE: This log has been redrawn for convenience from Woodward-Clyde and Associates Report, nrf` 1968 (� t.� Lp' roj. No. 13909AT - WOODWARD-CLYDE CONSULTANTS Figure A-1 Project : KITCHEN / WNING H.1LL .Yr SHERIFF'S REHABILITATION CENTER L o g of Boring No. 1 Contra Costa County, California Date Drilled: August 18, 1977 Remarks: Type of Boring: G" Auger Hammer Weight: 140 lbs. (See Legend Sheet for sampler sizes and hammer weights) « LAE10RATORY TESTS Y ti 39 O Y MATERIAL DESCRIPTION w� CZ N a_ Q Y C Y C N m o c o n u E= a Surface Elevation : �U c c�N S I L T Y C L A Y (CH) Very stiff to hard, dry, brown S H A L E Soft, dry, greenish to brownish gray fractured, severely weathered 5 1 69 13 118 12,780 Becomes soft to medium hard 10 60 2 - 12 112 9300 ;U { �` r BOTTOM OF HOLE @ 15. 5 ' 15 3M 60 - Proj. P1o. 139( 9A WOODWARD—CLYDE CONSULTANTS Figure 2 Project , RT_TCHEN f DI:II;:G HALL AT SFIERIFF'S ivEHABILIT_iTION CENTER Log of Baring No. 2 Contra Costa County, California 3 Date Drilled: August 18, 1377 Remarks: Type of Boring: 6" Auger _ Hammer Weight: 140 lbs. (See Legend Sheet for sampler sizes arc ':_maser xe.40; LABORATORY TESTS r nC No MATERIAL DESCRIPTION ccm p p o$ a _oC Surface Elevation : Lv o v S I L T Y CLAY (CH) Very stiff to hard, damp, greenish brown 1 23 28 94 9150 (FILL) 5 S H A L E Soft to medium hard, dry, brownish gray, • fractured 10 BOTTOM OF HOLE @ 10' 15 01125-S Proj. No. 13909A WOODWARO—CLYDE CONSULTANTS Figure 3 Project : KITC11ENi / UIN.'_��r HALL AT SHERIFF'S R HAL 17-I MT10N CENTER Log of Boring N o. 3 Contra Costa Cotuity, California Date Drilled: August 18, 1977 Remarks: Type of Boring: 6" Auger Ammer Weight: 140 lhs. (See Legend Sheet for sampler sizes and hammer weights) LABORATORY TESTS U. o � a E ; MATERIAL DESCRIPTION 0 N �! • V pp a av o� a SEN o o Surface Elevation : v p v S I L T Y C L A Y (CH) Very stiff, dry, reddish brown (FILL) S H A L E Soft, dry, brownish gray BOTTOM OF HOLE 3 ' S 10 is Proj, No. 13909A WCOMVARO-CLYDE CONSULTANTS Figure 4 P r O J e C t . '::TCIIE27 ; DINING HALL AT SHERIr r'S REHnF3ILITATION CENTER Log of Boring No. 4 Coma Costa County, California Date Drilled: August 18, 1977 Remarks: Type of Boring: G" Aucor Hammer Weight: 140 lbs. (See Legend Sheet for sampler sizes and hammer wei s) LABORATORY TESTS dU. o E ; AIATERiAL DESCRIPTION "°_ -_ _ N N O O. O C p V V C �- M W N © N G .7 d O 0 'c' Q. O 7+ C E N Surfoce Elevation0 : v o CLAY AND ROCK ilediurn dense, drv, brownish gray (FILL) S H A L £ Soft,__damp, brownish_.gray r' 5 i S I L T Y C L A Y (CL—CH) : Stiff, moist, 1 brown and dark gray, slickensided DISTURBED SAMPLE N 25 S H A L E 3" Soft, moist, brownish gray 18 108 BOTTOM OF HOLE 9' 10 fv)r ) is Proj. No. 13909A vd00DY.lARO_- SU CLYDE CONLTANTS Figure 5 Project : x=TCllE'J / D T ruck MALL AT SHER1FF'S RL=Il;IBILITATION CE2I'I'z R Log of Boring No. 5 Contra Costa County, California Date Drilled: August 18, 1077 Re,narks: Type of Boring: 6" Auger Hammer Weight: 140 lbs. (See Legend Sheet for sampler sizes cnd hemrrer weights) M LABORATORY TESTS Y U_ O Y E MATERIAL DESCRIPTION Y C 61U " m C y a m Y O a o n a _o c EG Surface Elevation : jQ a DU S I L T Y C L A Y (CL-CH) Very stiff, dry, brown S H A L E Very soft, dry, grayish brown 1 67 15 101 3100 S S H A L E Soft, dry, brownish gray, fractured 15 Becomes medium hard, harder drilling 20 • BOTTOM OF ?-TOLE a 23 ' �► _ 1 Proj. No. 13909A WOODWARD-CLYDE CONSULTANTS Figure 6 SECTION 2C ASPHALT CONCRETE PAVING The requirements of Division 1 apply directly to all work hereunder. 1 . SCOPE Furnish and install all paving as shown on drawings and/or as specified herein, including, but not limited to: a. Asphaltic concrete paving b. Aggregate base C. Striping of Parking Areas ¢ a WORK NOT INCLUDED UNDER THIS SECTION t f a. Wood screeds (Headerboards) 2. AGGREGATE BASE a. Materials and Workmanship: Conform to requirements for "Aggregate Base ' Class 2, Ca i ornia Division of Highways Standard Specifications, and the Contra Costa County Ordinance Specifications. b. Aggregate Base: Crushed mineral aggregate conforming to the following grading requirements: Sieve Size Percent Passinq Sieve ` (3/ maximum 3/4" 95-100 3/8" 65-80 No. 4 45-60 No. 8 30-45 No. 30 15-25 No. 200 3-7 c. Spread and compact base material in layers not to exceed 7" in depth, rolled and fully compacted to relative compaction of not less than 95a of that determined by California Test Method No. 216. Finished surface may vary 0.05 ft. above or below planned grade, uniform and free from sharp breaks, unless controlled by adjacent structure, but with- in 0.05 ft. of Theoretical Section at any point. 3. ASPHALT CONCRETE SURFACING a. Materials and Workmanship: Conform to requirements of Section 39, a ifornia Division o Highways Standard Specifications. 2C 1 of 3 ��n�� b. Binder: Grade 85-100 conforming to Section 39 and 93 of the Standard pecifications. c. Aggregate: Type "B" mineral aggregate, conforming to the following requirements. Seive Size Percent Passing Sieve / max. 1/2" 95-100 3/8" 80-95 No. 4 55-72 No. 8 38-55 No. 30 18-33 No. 200 4-8 d. Prime Coat: liquid asphalt grade SC-1 or MC-1 , at the rate of 0.30 gallons per sq. yd. e. Tack Coat: Liquid asphalt emulsion grade RS-1 or SS-1 , at the rate of 0.10 gallons per sq. yd. f. Levelling Course: 1/2" graded mineral aggregate placed in one course. Spread with an asphalt paving machine in accordance with the Standard Speci fi cati ons 39-6-03. g. Surface Course: 1/2" graded mineral aggregate placed with a self- propelled elf- propel ed spreading and finishing machine in accordance with the Standard Specifications. h. Fog Seal : Conform to provisions of Section 37 of Standard Specifica- tions. pecifica- tions. 4. STRIPING PARKING AREA PAVEMENTS a. General : All pavement striping and marking shall be given one coat of paint. b. Traffic Paint: Non-reflective resin white traffic paint for lines and marking. c. heather Limitation: Apply paint only when the pavement is dry. Do not appy paint when the atmospheric temperature is below 50° F. nor under unfavorable wind conditions. d. Preparation of Surface for Painting: 1. Cleaning: Immediately before applying the paint, clean the pave- ment surface thoroughly of all dust, dirt, scale, curing compound, oil , grease, or other objectionable matter as directed. Solvent material that will damage pavements shall not be used as cleaning agents. Curing compounds or other curing medium shall be removed by a sandblasting or other approved methods. Give all pavement surfaces to be painted, immediately prior to painting, a final 2C 0 2 of 3 263, cleaning by means of an approved power broom and a power blower using compressed air following the brooming. 2. Tolerance: Marking and striping shall be within 2" of the alignment as shown. Dimensions of markings and stripings shall be within 112$1 as shown on the contract drawings. 3. Application: Immediately following the preparations of the pavement surface, apply paint with a traffic stripe painting machine of approved type. Apply the paint at the rate of 100 to 110 sq. ft. per gallon of paint. e. Protection: Provide all warning devices required to protect the painting operations and the finished work. Repaint, to the applicable specifications, any portion of the stripe damaged by any type of traffic within 24 hours after the stripe has been applied. 2C 3 of 3 - 26 SECTION 2D CHAIN-LINK FENCING The requirements of Division 1 apply directly to all work hereunder. 1. SCOPE Furnish and install all chain-link fencing enclosures as shown on drawings and/or as specified herein, including, but not limited to: a. Chain-link fencing, gates and related accessories. 2. MATERIALS a. Fabric: Galvanized steel chain-link No. 9 gauge, 2" mesh. b. Truss rods ate hinges, ost caps: Galvanized steel , sizes as recommended in "Industrial SteelSpecifications for Fence Posts, Gates, and Accessories," of the Chain-Link Fence Manufacturers Institute. 3. SHOP DRAWINGS a. Shall be submitted to the Architect for approval prior to F fabrication. • b. Scale drawings shall be at least 1/4" per ft. for elevations and plans, and 3/4" per ft. for details. c. Show general construction methods, sizes, and types of materials and installation details, and specifications of items to be used. Show methods of attachment to building structure. 4. 'FIELD MEASUREMENTS a. Shall be made preparatory to submittal of shop drawings. Conform to site conditons, verify sizes and required clearances of equipment to be enclosed. 5. GENERAL a. No opening larger than two inches wide shall result between the chain-link fencing material and any portion of the building or adjacent structure. b. Verify size of clearances for equipment to be enclosed before submitting shop drawings. 20 1 of 2 c� 1,0265 c. Notify Project Inspector in writing, 48 working hours prior to removing existing fences for relocation. d. Structural steel , miscellaneous metal items and their fabrication shall conform to the applicable requirements of Miscellaneous Metal Section. '_ 7 ti.S -t 3 7 2D 2 o 2 SECTION 2E i SITE IMPROVEMENTS The requirements of Division 1 apply directly to all work hereunder. 1 . SCOPE Furnish and install all site improvements as shown on drawings and/or as specified herein, including, but not limited to: a. Subsurface drainage structures. b. Storm drains and catch basins. c. Miscellaneous structures, barriers and signs. WORK NOT INCLUDED UNDER THIS SECTION a. Chain-link fencing. b. Asphalt paving. c. Concrete and tile paving. d. Concrete walls. • 2. REFERENCE SPECIFICATIONS a. Conform to the applicable provisions of latest edition of the Ordinance Specifications of Contra Costa County, copies of which are available at the Contra Costa Public Works Department, Martinez, California. b. In case of conflicts between the contract documents and the Ordinance Specifications, the requirements of the contract documents shall govern. 3. MATERIALS a. Concrete: Conform to the requirements of Concrete, Section 3C. b. Catch Basins: Pre-cast or cast-in-place concrete structures, complete with galvanized metal grates with tamper-proof bolts . c. Subsurface Footing Drains: Perforated asbestos-cement pipe, meeting requirements of ASTM C 508-63T (Type 11 ) . Provide polyethylene plastic couplings, fittings , accessories as required to install as recommended by the Manufacturer. i 2E 1 of 2 d. Storm Drains: 1 . Asbestos-cement Pipe: ASTM C-76 Class III complete with fittings of same material and class as pipe, and plastic sleeve couplings for installation as recommended by the Manufacturer. e. Headerboard: Straight sections of 2"x 6" and curved sections of 3 layers of 112" x 4" laminated bender-board, secured in place using 2" x 4" x 24" minimum length stakes spaced not more than 6 feet apart, 4 feet at curved sections. Set all forms to true alignment and grade. Headerboard and stakes shall be redwood, rough sawn construction heart grade. Place earth against the outside (shoulder) of the form and compact sufficiently to pre- vent forms from spreading during the compaction of the pavements. c' F.7 7 7 2E 2 of 2 SECTION 2F • SEPTIC SYSTEM The requirements of Division 1 apply directly to all work hereunder. 1. SCOPE Furnish and install the Septic Tank and drain field system. 2. GENERAL REQUIREMENTS Construction shall conform to the regulations of Health Officer, Contra Costa County. Pertinent tables are included as exhibits at the end of this section. 3. MATERIALS A. Septic Tank: Shall be 7,300 gallons minimum, with 2 service manholes and an intermediate inspection manhole located at juncture of the two compartments. Tanks shall be Nottingham B-1500, in a battery of 5, with two compartments, as manufactured by M.C. Nottingham Co. or equal . See Exhibit 22-C. B. Diversion Box: Shall be either a valve type or gate type within a concrete manhole to divert effluent to either of the two systems. Size • and details shall be approved by Contra Costa County Environmental Health Department. C. Manholes: Shall be as shown on drawings or precast units as manufactured by Santa Rosa Cast Products Company or equal and conforming to Contra Costa County Precast Manhole, Manhole Cover and Type I Base - Drawing CC. 3020 or Central Contra Costa Sanitary District Drawing 32-01 . D. Inspection Manhole: Shall be as shown on drawings and shall have two holes 180 degrees apart, 18 inches up from the bottom so drainfield pipe can be inserted. E. Distribution Boxes: Shall be Nottingham Distribution Box 0-48 as manu- factured by M. C. Nottingham Co. or equal . See Exhibit 22-0. F. Pipe: 1. Non-perforated pipe shall conform to requirements of Section 15B. 2. Perforated Pipe shall be PVC or ABS perforated pipe, Poroswall as manufactured by Walker Poroswall Pipe Co. or Standard Vitrified Clay Field Tile as shown in Exhibit 22-B. 3. Pipe used for the line between the septic tank and the absorption field or bed, for all lines under paved areas, and for connections between • distribution lines in the absorption field shall comply with the requirements for Building sewer. 2F 1 of 4 012[,9, Pipe used under driveways or other areas subject to heavy loads shall be installed to withstand the imposed loads and shall be . watertight. 4. Pipe used in the absorption field or bed shall be clay field tile or other approved material approximately 12 inches in length and not less than 4 inches in diameter laid with 112 inch open joints as specified and in conformance with Table VII , Exhibit 22-A. G. Filter: Material shall be of crushed stone, gravel , slag or similar material of equivalent strength and durability and shall be free from fines, dust, sand or clay. The filter materials shall completely encase the tile and the remainder of trench must be filled with material to the same elevation. Gravel shall be a minimum one inch to a maximum one and one-half inch in size. 4. INSTALLATION A. Septic Tank: 1 . Tank shall be located a minimum 10 feet from building foundation and on same pad as building. 2. Provide minimum safe distances as shown in Table 1 , Exhibit 22-A. 3. Backfill around tank and inlet and outlet pipes shall be compacted in 6 inch layers. No heavy equipment will be permitted for backfill work. 4. Top of tank shall be a minimum 12 inches below finish grade. 5. Septic Tank shall be accessibl"e for service. Tank shall not be located where heavy equipment may drive over it. Such occurrence will require inspection of the tank for damage. B. Drainfield: 1 . The Drainfield shall consist of a primary system and a back-up system (Alternate No. 1 ) . a. The primary system shall consist of two drainfields each con- taining 1020 L.F. b. The back-up system (Alt. No. 1 ) shall consist of one drainfield with 690 L.F. and one drainfield of 1020 L.F. 2. Construction Details for drainfield (absorption field) shall conform to Table VI, Exhibit 22-A with the following exceptions: a. Where existing sprinkler irrigation pipes are encountered, these shall be maintained. If such pipes are damaged by this work, they shall be replaced. • b. Trenches shall be 24" wide by V-10" deep. s c. Spacing of trenches shall be 13 to 15 feet. 2F 002 !o d. A connecting line shall be provided at the end of the nine distribution lines. • e. 900 elbows shall connect end lines to header (manifold) and connecting line. T's shall connect inner lines to header and connecting line. 3. Location of drainfields shall comply with the minimum distances given in Table I, Exhibit 22-A with the following exception: a. Maintain 75 ft. minimum clearance between drainfields and existing wells. 4. Should the following conditions be discovered, construction shall be halted, and the condition brought immediately to the attention of the construction inspector: a. Drainfield installation in areas with permanent or intermittent springs, in areas with a high water table (permanent, fluctuating or seasonal) will not be acceptable. b. Maximum elevation of the water table shall be 5 feet below the bottom of subsurface drainfield. c. Drainfield installation in which there is ledge rock, hard pan, heavy tight clay soil or other impervious formations will not be acceptable. • 5. All trenches in an absorption field shall comply with Table V, Exhibit 22-A. 6. The portion of absorption trench below the top of the distribution line shall be in natural or acceptably stabilized earth. Acceptably stabilized earth is defined as having the same or greater density as the adjoining natural earth. Compacted overcast fill will not be considered as acceptable. Compacted fill retained on all sides by natural earth may be acceptable. 7. Distribution lines shall be laid with a maximum grade of 4 inches per 100 feet. 8. An effective durable barrier susch as building paper or plastic or other acceptable type material shall be placed over the filter material to prevent infiltration of the backfill . 9. Heavy equipment shall not be driven over the trenches during backfilling or after completion of the absorption field. 10. All pipe shall extend 4 inches into the diversion box and/or distribution boxes . 11 . At the last drainfield in each system install a 24" diameter/sq. concrete inspection manhole which extends from ground level to the bottom of • trench as shown on drawing. 2F 36T4 002�1 C. Building Sewer: 1 . Building sewer shall have watertight joints and shall be a minimum 6 in. or as noted and of cast iron, vitrified clay or other approved • material . Ells or bends of 90 degrees will not be permitted. All 45 de_aree ells shall have accessible cleanouts. Building sewer shall be on a grade of not less than 1/8 inch per foot and shall be laid on compacted earth. Cleanouts shall be located at manholes. _ r i; vr'r ..F'L 4 J, .. .. ...,-, ter... 2F 4 of 4 (J� �.��1 1 _ - txhibit TABLE I MINIMUM SAFE DISTANCES IN FEET F - . TO Septic Tank Absorption Absorption Field Bed Well 50 50 50 Property Line 10 10 10 Foundations 10 10 10 Water Lines 10 10 10 Edge of bank of streams or creeks 50 50 50 Walks and drives 5 5 5 Large trees 1.0 10 10 Septic tank -- 5 5 Distance from edge of cuts and point of intersection of original ground with overcast fill vary with slope of original ground as shown in Table II: TABLE II - MINIMUM SAFE DISTANCES IN FEET • (Installed in natural, undisturbed earth) FROM % SLOPE TO Septic Tank Absorption Absorption Field Bed Point of 20% -- -- -- intersection of original 25% 12 12 12 ground with overcast fill 30% 25 25 25 35% 37 37 37 40% and up 50 50 50 Toe of cuts any % permitted by 5 5 5 , grading engineer • .:2F X02 73 X-1 . Exhibit 22-A TABLE III MINIMUM CAPACITIES FOR SEPTIC TANKS Number of Bedrooms Liquid Capacity • Gallons 3 or less 1,000 Each additional bedroom, add 250 These capacities provide for clothes washers, and dishwashers. For garbage grinders, add 50 capacity to tank. TABLE IV LENGTH OF DISTRIBUTION LINE REQUIRED PER BEDROOM ABSORPTION FIELDS OR ABSORPTION BEDS (Based on Percolation Rates) — Average time for water to Fall 1 inch Distribution Line Total Length Feet 2 or less minutes 70 3 minutes 95 4 minutes 101 5 minutes 125 10 minutes 165 15 minutes 195 • 30 minutes 250 40 minutes 300 Wastes from clothes washers , garbage grinders and dishwasher are provided for in the table. TABLE V MINIMUM PERCOLATION RATE ACCORDING TO LOT SIZE ABSORPTION FIELDS OR ABSORPTION BEDS Absoration Field Absoration Bed 15 , 000 sq. ft. Over 15 , 000 sq. ft. 15 , 000 sq. ft. Over 15 , 000 sq. ft and under and under 30 minutes 40 minutes 20 minutes 30 minutes 0921� 2F txnt bl t 44A TABLE VI CONSTRUCTION DETAILS - ABSORPTION FIELDS Standard Total length of distribution line Determined by soil test Maximum length of each lateral 100 feet Width of trench (minimum) 24 inches Depth of trench (minimum) 38 inches Minimum distance between trenches 10 feet Maximum grade of distribution line 4 inches per 100 feet Rock under tile 18 inches Rock over the 3 inches Size of rock 1 inch to 1h inches Depth of backfill (minimum) 18 inches TABLE VII CONSTRUCTION DETAILS — ABSORPTION BEDS Item -Standard Total length of distribution line Determined by soil test Maximum length of each distribution line 100 feet Distance between distribution lines 36 inches Distance between distribution lines and ,Wrench wall 18 inches th to bottom of bed (minimum) 38 inches Maximum grade of distribution line 4 inches per 100 feet Rock under distribution line 18 inches Rock over distribution line 3 inches Size of rock 1 inch to 2h inches Depth of backfill (minimum) 18 inches TABLE VIZI DISTRIBUTION LINES APPROVED MATERIALS Item Specifications Installation Tile 4" T.D. x 12" Length " open Joints Vitrified Clay A.B. S. (A) 2000 lb. crush .4" I.D. Installed with �" per (B) Schedule 40 . 4" Z.D. forations facing down Corrugated Heavv Duty 4" I.D.* Installed with �" per Plastic forations -facing down O, Tonal Must be approved by the Contra As ordered by County Wrials Costa County Building Insrection Health Officer Department *3s defined by A.S.T.M. designation F405-74. 2F 092'ia X-3 . Exhibit 22-B GROUND SURFACE `:SOIL o4Chrlf_L DIRI TIGHT CQVSR FU t_ /t D?LNINIG�; it a" IRRt" r,t 10N TILE :�?✓, `<< 5 1.. TO f}z 'SIZI: ROCK .(c CF ;0"K^0R GRAVEL•.:,: CRD� Max. G" P`R IOD' END VIEW T9cNCH FILTER THIS PLAN HAS PEEN APPROVED BY THE NEAITM OFFICER AAL MEETS TME MINIMUM REQUIREMENTS OF THE FEDERAL MOUSING ADMINISTRATION AND THE VETERANS ADMINISTRATION _ 092►� 2F X-4 rAt•Jr. RL»if4RcltK-, � M. C. NOTTINGHAM Co. FOR BATTERY USE ONLY nl "A" �{Y a tALlfoAfrl4 if M ItANSEN smwt LIiGR SEPTIC TANKS AERATION TANKS �Ilrpt t•i PLu4:t,AS1 PCIN1011CfU C0110ftIt BATTEN'( TANK 3414 MONf 11 Mill.E t11 t,CALI f 5.2964 R sts)i� INDIlSTRIA 1. WASTE INTERCEPTORS _.000NING FOR MAtlifOLE To 5URfACE4922 IRWINDALE AVENUE I tiolf taNK COATI:U NIStfN: ftwl"DALE At r-a. _ i--;----z- -±j•� AND OUT51Dt' Wiltf tItJNTS MAfAJIFACTtININO PLANTS 'H�r,,•i:;�1�,•• ,. :'+::),i .�7:i�.`:i- y I+2,,._...•t..a T .♦ ,i CASTROvILLE ESCONDIO0 REDLANDS SATICOY • • •J 11110CLSS NLACK N,) 120 INLET { +:f.tit - -_._ __.�__, -,--%'ENI '' DUTLE 1 SUN VALLEV4YISALIACALIFORNIA i f t`R'�A7i" NYGI SEPT 8'1500 REINFORCED l� SURCNM46f All TANKSIISIAI_I.00 �FWC.uLAR THAI FIC ARfa9 CONCRETE BATTERY TANK Ili SIML 1fA:f 144Aff-C St ARS WIfEIi ,.._- - EnnTtf COvtRDVER tati+r15LESS AT['.11.2.64 SCALE 3/4'-1'-0' DWO.NONC.IIIA N tlfAt}G f TRAFFIC SLAB t*'iGNED '•'1 _•. -- �__ ` IAN AS 21 9`t2a StG LO b iG ftJR A It � '+�•I=-sz._':j,_:^:+,�...sr�st..�.'_1,.a Vic_Z.ci.4=-'.-.F.. =7.rc..'w`.-i�.,...��.x�. t BATTERY SECTION Cf}i ASTER "tItG15EPi' 2 U IS(10 NEItiftx'tCL4 f(N}CRL TE#A1:tERY IANK OPf4}}1iGS FOR MANHOLE to SURFACEr , '.. VC RS Pot+t _.. - VENT_._.._ OOTLEI ?. 1 OR N4GI4ANfC AL ....._. �. •....�.... _._ ......_. , ',• ,� JOINT AS NC411LSTCQ . .. � EPoxY El Z /}Dr1500 TANK MADE FONUSE AS ffATTERM ONLY I O in 111 It- r CEM PL'SMR L_�..._...:......_ ........�^_...�._..., '� ON UPNE N f E F t IMP# r C01414C It 01 Ml f T E NO �. .i I--�... ^ .-.,- --^----.-•-•^-^......'� � t.1O111Q 641. 1100 7 MC Ito$f INGIIAM CO EXCAVATION SPECIFICATIONS �? �:'."„ ,- •^ _ . _ j 4ft}Gttl tr1T.1Af115 rrBf) • 2FT — -_ -J' -�S =!-� y1 10-�3 «A"C wlt)t14 9, VENT ;i ~ �. tlliMl Bf111w Itll E 1 AO" :Y{41 30 l:O IN _.....�. IN4x to OHM At;f It 041 NAt URAL SOIL - .. 014 AP#4f)V CfWPAC IED IItL I IMZ - 1401 TPM OFExCAVAIK.1N 10 BE LEVEL ----_--- ------ i 11AN11END , / tQ .DC ' AND '*I:%f COMPACTEO ! \ LIQUID f.APAC11r 140.UMNiS •1500 Gk 4 E t}0 � t%'4NN+G5 TO it 1 4"OR 6' PIPE b W4L S t/ 1 it MATERAL SPECIFICATIONS ALL WALLS � I (ONCKICMIN C00AHItSSIVF.SIRENGTH + M ( YEN 3 I THICK 4A 1( 01 MUDP54 AT 20 pAr 6'f 6"x6"/10x10 WW FABRIC w+- • tUEMif(AKING tIANN}tEWMAIL GRADE TNRUOUT END WALLS., I .Cr .1.I ASTM A15 G?1 N AS05.561 t HJIN#(tiff Al0b.hti utO vtfRf fABNJC AStM 5 11 >• 1� �. • / OPEP404 IN ENO Of IANK fOR INLET 6`� )OUtIXIO WW fA/4RIC nR CitiffiJIMIJ(Ir f1AT tERY tANK (}'- 4•U2" tliirUSOUt 510E WAEL BFttM f 1.-y -. �i 1 .._ r�� sic uAtrEN( rt.cftaN �"y �r�J Exhibit 22-D 0 i` 15 002`18 .111u14 44-t SEC. 32-01 CENTRAL, CONTRA COSTA SAMITARY DISTRICT WALNUT CREEK,CALIFORNIA STANDARD MAIN MANKLE FOR t5' OR S• ;.LEQ LINES ROUNO BLOC; SOVARE BLOCK 'C•ICRETE BLOCK a-6"DIAMETER OR 4-t SGUA:t--_ -T'f�}�� -� .Ap a 101.s E F _ SQUARE 310ES PARALLEL TO OR AT RIGHT ANGLES TO i EDGE OF PAVE%ENT FORM 3"vERT`ICAL EDGES ///� ^"• !F , AROUND TOP OF BLOCK. SQUARE BLOCKS SHALL 9F IJIIE� 41*2-0" IN EASEMENTS ' (�1( i�^ • t+gin o • e.' � PLACL Rt1MFORLRIf WS 11i SNOYIII POUR CONCRETE TO WITHIN 2 Of TOP OF COVER CASTING. g0A0 SURFACE 7 •!`jam ~ GROUAD SUIIFACE A C SURFACING -- CAST IRON FRAME A CJbtP � � 1• (SEE DEVIL SEC ?.'•161 {{{ t S I TOP ELEVATION 'Q BE a WOOFS •. P' DETERMINED IN =1E�Z " a(z IB- TvPIf.AI STEPS-THROAT TO SHELF, WO 1. aIR000H7 IRON, GALVANIZED AFTER FABRICATION, la'WIDE �� • _, �� y1 WI CLEAN JOINT AND INSTALL PREFORMED -' PLASTIC SEALING GASKET PRIOR TO L__ a'_O" _ - ♦j� SETTING NEXT SECTIOII. 0 UPPER MANH0LE SECTION ROTATED 45 THE BAS[ SHALL at POURED TO A LIE L ]"ABOVE THE HIGHEST PIPE ALL STEEL T0. •�--- T"L( 3E 3"CLEAR A I ( I A FOR CQNNECTION MOP lip / FORM RECESS IN bASE WITH APPROVED -� �. 7 SEC 32-C2, � SHELF ABOVE SHELF SEE METAL FORMING RING iD RECE/vs, -,� ���fh __�• �1 PRECAST MANHOLE JOLNT. INSTALL PREFORMED PLASTIC SEAL NG GAS>rT 9EFORE PLACING 71R3T BARREL SECTION �—}, a �/!_'3(r-• J ' s 111 17 GRID REINFORCED CL aNCRETE BASE '� a T "�• �\ �TY•ICIL BELOW 3HELF 1 CONNECTION TO MANHOLE ��— __6• _ ��� (SIDE SEWER OR MAIN) 9" COARSE 9-_0I•I i } IF WATE9 IS PRESENT BASE SECTION / a0TE 0-«H DEPTH I5'-26• LAY PIPE THRU M WHEN POSSIBLE. "e.} FCR LOCATICN OF .DINTS SEE SEC, 11; �.�,-� ANGLE BETWEEN INCOMING 1 IND OU7G01!IG LINES SHALL SHALLL BE GREATER 7NAR 90- I II . � ,�SLD+'e J 2/FT 941.1' LII------ • _ - ILOO I SHELF 1 MANHOLE THROATi \ < A STEP LOCATION L ('rf� OP-;04.%L ---OPTIONAL OPTIONAL SOJARE �� ROUND BASE 1 SASE n 9 21 BASE SECTial A-A B i7 _ 2F a-'7 v SECTION 3A FORMWORK The requirements of Division 1 apply directly to all work hereunder. 1. SCOPE Furnish and install form materials including plywood or wood forms. Furnish and install shoring, wales, braces and ties for formwork. Remove all temporary formwork and supports. 2. REFERENCES Specifications, standards, tests, and recommended methods cited herein from following industry and government organizations shall determine quantity and quality of materials and methods unless specifically designated otherviise. a. Americal Plywood Association, Product Standard PS-1-74. b. American Concrete Institute "Recommended practice for concrete formwork" , ACI 347-68. 3. MATERIALS a. Exposed wall surfaces - 8-B Plyform Class I or II,. Ext. - DFPA b. For ties on exposed wall surfaces - Cone tight Tyscru coil tie assembly with plastic coil cone for use with plastic set-back plugs as manufactured by Richmond Screw Anchor Co. Plastic set-back plugs to be matte black. c. Tape for joints shall be of an approved type. 4. WORKMANSHIP a. onstruction Forms shall conform to the shape, lines and dimensions of the members as shown on plans; and shall be substantial , free from surface defects and sufficiently tight to prevent leakage of mortar. They shall be properly braced and tied together so as to maintain position and shape. They shall be so constructed that forms shall be easily removed without damage to the concrete. Holes left for cleaning out of forms shall be in unobtusive locations approved by the Architect and shall be neatly closed before placing of concrete. Provision shall be made for pipes, conduits, inserts and other embedded features as shown or required. • s SECTION 3A I o 002802�0 r , b. Clearances Where concrete is within a foot from existing concrete • making removal of forms difficult, fiberboard or other inert material may be used for forms and left in place. Adjacent to expansion joints, such forms shall be designed to maintain the integrity of the expansion joint. c. Forms for Architectural Exposed Concrete (to be sandblasted) . Plywood panes sh 11 be clean, smooth and uniform in size and free from holes and damaged edges. Panels shall be pre-sealed by manufacturer or individually dipped to seal all edges and faces, and joints shall be taped. Forms may be re-used if undamaged, cleaned and re-sealed. Tyscru ties retaining the forms under this paragraph shall be laid out in a uniform pattern to be approved by the Architect. After concrete has sufficient strength spreader cones shall be removed, and plastic set back plugs installed as per manufacturer directions. d. Textured Concrete Wall Finish (indicated on drawings as "Tex'd Conc.). 1. Vertically ribbed broken surface texture,formed with reusable flexible plastic form liners similar to "Design+" forms as distributed by Burke Concrete Accessories,Inc. Actual pattern to be selected from samples submitted by manufacturer. . 2. Sample Panel - Furnish a minimum size 40" wide by 8'-0" high sample panel of textured concrete finish where directed at the job site. Do not commence work on the remainder of textured surfaces until this sample panel has been inspected and approved by the Architect. The approved sample will be identified and incorporated into the job, serving as a reference standard for "textured concrete" finish on the entire completed project. e. Forms for other exposed concrete Forms shall be plywood but joints need not be taped. Form ties may be same as under f. above or may be regular snap ties with surfaces patched as called for under section 3C paragraph 7g. 5. REMOVAL OF FOR14S a. Shall be done in such a manner as to insure the complete safety of the structure. b. Forms on vertical surfaces may be removed after 24 hours. Surfaces where forms are removed in less than 7 days shall receive curing treatment as specified in concrete. SECTION 3A 2 of 3 09281 c. Forms supported on shores shall be left in place until the members have attained sufficient strength to support safely cheir weight and load thereon . The results of suitable control tests may be used as evioence that concrete has attained sufficient strenoth. d. After removal all form material , debris , etc. shall be removed from the site. SECTION 3A � 33 SECTION 38 REINFORCING The requirements of Division 1 apply directly to all work hereunder. 1. SCOPE Furnish and install all reinforcing steel for concrete as shown on the drawings and specified herein. 2. REFERENCES Specifications, standards, tests and recommended methods cited herein from following industry and government organizations shall determine quantity and quality of materials and methods unless specifically designated otherwise. a. American Society for Testing and Materials - ASTM. b. American Concrete Institute - A.C.I. 3. REQUIRED SUBMITTALS Two sets detail shop drawings showing size, arrangement and location of all reinforcing steel shall be submitted to the Architect for approval before fabrication is started. After making corrections on originals, additional shop drawings shall be submitted as required in section 1 . 4. TESTS AND INSPECTIONS a. Reinforcing steel shall be tested with one bend and one tensile test for each 10 tons of each size of bar when such bars are properly identified as part of a lot for which cerfified mell test reports are furnished indicating compliance with the specifications. b. Reinforcing steel without mill test reports shall have one bend test and one tensile test for each 2-1/2 tons or fraction thereof of each size bar used in the project. c. Testing shall be paid for by the owner. 5. MATERIALS a. Reinforcing bars shall conform to "Standard Specifications for Deformed Billet-Steel Bars for Concrete Reinforcement". Designation A 615 - Grade 40. b. Cold-drawn wire or welded wire fabric for concrete reinforcement shall conform to the "Standard Specifications for Welded Steel Wire Fabric for Concrete Reinforcement". (ASTM Designation A-185). 38 I of 2 17)283 6. FABRICATION a. Reinforcing bars shall have all bends and hooks bent cold and to dimensions specified in the A.C.I. Standard "Building Code Requirements for Reinforcing Concrete" (A.C.I. 315-74) . b. Bends for stirrups and ties shall be made around pins having a diameter of at least twice the thickness of the stirrup or tie. c. Straightening and rebending bars will not be allowed to an extent which will injure the reinforcement. d. Bars with kinks or bends not shown on the plans shall not be used. 7. INSTALLATION a. Reinforcing steel shall be accurately placed and adequately secured in position by metal chairs and spacers. Concrete chairs may be used for reinforcing of slabs on grade. b. Clear distance between bars shall be not less than shown on the plans and where not shown shall be not less than 1-1/2 times the size of the course aggregate or not less than 1". c. Reinforcement in two or more layers shall have clearance as specified herein and shall have upper layer bars placed directly above those in the bottom layer. d. Splices in reinforcing shall be made only in locations shown on the plans. Reinforcing bars for horizontal wall steel and for slabs on grade may be spliced with a lap of sufficient distance to develop the bar in bond. Splices in adjacent bars shall be staggered. e. Concrete Protection for Reinforcement: 1. 3" of concrete between bar and earth for-reinforcing in members in which concrete is deposited directly against the ground. (Footings) 2. 2" of concrete between bar and surfaces of concrete poured against forms but which will be exposed to the weather or in contact with earth for bars larger than 5/8" in diameter and 1-1/2" for bars 5/8" or less in diameter. 3. 1-1/2" of concrete cover for beams and girders not exposed to the weather. 4. 1" of concrete cover for slabs and walls not exposed to the weather. 5. Concrete protection for reinforcement shall in all cases be at least equal to the diameter of round bars. • 36 2 of 2 0'72854 SECTION 3C CONCRETE The requirements of Division 1 apply directly to all work hereunder. 1. SCOPE Furnish all labor, materials, equipment and serivices for the completion of all concrete work as required by the drawings and/or specified herein, including tilt-up concrete walls. 2. WORK NOT INCLUDED IN THIS SECTION A. Templates, anchors, sleeves and inserts required to be built into the concrete work for the attachment of the work of other trades are included in the sections for such respective trades. b. Insulating concrete is included in section 3E. c. Pretensioned concrete is included in Section 3D. 3. REFERENCES Specifications, standards, tests and recommended methods cited herein shall determine quantity and quality of materials and methods unless • specifically designated otherwise. a. American Society for Testing and Materials (ASTM) . b. American Concrete Institute (A.C. I.) 4. TESTS AND INSPECTIONS a. Tests and inspections will be by the Owner. Contractor shall supply all materials required for testing. b. Aggregate for concrete will be sampled and tested for purposes of designing the concrete mix and will be tested for suitability at the discretion of the Architect. c. Samples of cement shall be held for testing. d. Notify inspector at least 2 working days before pouring concrete. e. Continuous Batch plant inspection of all concrete produced at a ready mix plant will be required unless specifically waived by the Architect. Where batch plant inspection is waived, certified weight tags shall be furnished with each batch delivered. Weight tags shall show the following information: SECTION 3C 1 of 10 00285 1. Reading of revolution counter at first addition of water. 2. Signature of ready-mix representative. 3. Type and brand of cement. 4. Amount of cement. 5. Total water content by producer. (Or W/C ratio): - 6. Water added by receiver of concrete and his initials. 7. Admixtures and amount of same. 8. Maximum size of aggregate. 9. Weights of Fine and Coarse Aggregate. 10. Certification that all ingredients are as previously approved. f. Concrete Strength Tests for each days pour or each 100 cubic yards of concrete poured will be made for each type of concrete poured. Not less than 3 specimens will be made for each test. g. Concrete shall not be poured until inspection of forms, reinforcing and other embedded items has been made by the Owners representative • and pours shall be trade only when the inspector is present. 5. MATERIALS a. Portland cement, Type II , conforming to the current ASTM Specification C-150. One brand of concrete shall be used throughout for uniform color. b. Concrete aggregates: Fine and coarse aggregate shall comply with the current ASTM Specification C-33, and shall be clean uncoated grains of strong materials. c. Water shall be clean water from utility company mains. d. Admixtures: Admixture for use in the concrete, either for plasticizing, densifying, or air-entrainment, shall be an approved admixture which, when added to the concrete mix, produces concrete with compressive strengths at 7 and 28 days complying with the water cement ratio law. Acceptable documentary evidence must be presented with the materials submitted for approval , showing that the material increases durability of the concrete when subjected to freezing and thawing and to corrosion, and that the material has been used in similar work for not less than 5 years. i SECTION 3C 2 of 10 0'1285 e. Non-slip aggregate - Aluminum Oxide or emery graded from particles retained on a No. 50 sieve to particles passing a No. 8 sieve. • ("Fut-sure" or equal .) f. Hardening and dustproofing material shall be a colorless, aqueous solution of zinc or magnesium fluosilicate. Each gallon of the solution shall contain not less than two (2) pounds of the crystals. A proprietary hardener, approved by the Architects, may be used provided the hardener is delivered ready for use in the manufacturer's original containers. Same as Master Builders' , "Saniseal No. 100" or approved equal. g. Coloring Matter: Shall be color non-slip hardener, color as selected by the Architect. Same as Conrad Sovig Co. 's "Kolorblen"; or approved equal . Colors from manufacturers standards. h. Expansion Joints: 1. . Premoulded Expansion Joint Filler Strips shall conform to the requirements of ASTM Tentative Specifications (Serial Number 0544-52T). 2. Joint Sealing Compound, Poured Type: Joint sealing compound for poured expansion joints shall conform to the requirements of ASTM Tentative Specifications (Serial Number 01191). • i. Curing Mothods: 1 . Clear 18A chlorinated rubber epoxy compatable with cut-back adhesive for asphalt tile and all other adhesives. Same as P.C. Western Chemicals' "Proco" ; or approved equal . 2. Membrane Paper: Same as Sisalkraft "Moistop-2" or approved equal. 3. Water 6. CONCRETE PROPORTIONING, MIXING, AND PLACING a. Design of Concrete Mixtures 1. Concrete shall be composed of portland cement, fine aggregate, coarse aggregate, and water. An approved water reducing of plasticizing admixture may be used at the option of the Contractor. An air entraining agent shall be used to produce an air content of 3.00 - 510. 2. An approved independent testing and inspection laboratory hired and paid for by the Owner will prepare the designs of mixes for the classes of concrete specified to be used. All concrete shall - SECTION 3C - - 3 of 10 - 00287 be designed in accordance with the ACI Standard Recommended Practice for the Design of Concrete Mixes (ACI 613 and 613A) to produce the strength for each class of concrete specified and with slumps and maximum sizes of coarse aggregate in accordance with the requirements outlined below. Concrete shall also be designed to produce unit weight for each class on concrete. The concrete shall be so designed that the concrete materials will not segregate and excessive bleeding will not occur. 3. The concrete furnished shall not exceed the maximum water- cement ratio for the class specified. The slump shall not exceed the maximum specified above for the type of construction for which it is to be used. CONCRETE REQUIREMENTS Minimum Maximum Maximum Cement Type of Size 28 Day Maximum Water Content Construction Aggreqate Strength Slump Gal/Sack Sacks/Yd. Tilt-up concrete walls, columns, beams, and Select concrete blocking 3/4" 3000 psi 4" 6-1/2" by Lab. Foundations 1-1/2„ Se 3000 psi 311, 6-1/2 Select Lab. Slabs on grade curb, etc. 3/4” 3000 psi 3" 6-1/2" 6. b. Methods of Measurement 1. Cement and aggregates shall be measured by weight and the methods of measurement shall be such that the proportions can be accur- ately controlled within 1%. For measuring, the water by weight or by volume shall be used. The admixture shall be measured by volume or by weight with an accuracy of 1%. 2. Measurement of materials for ready-mixed concrete shall conform to the Standard Specifications for Ready-Mixed Concrete ASTM Designation C94. c. Preparation of Equipment and Place of Deposit 1. Before placing the concrete, all equipment for mixing and trans- porting the concrete shall be cleaned, all debris shall be re- moved from the spaces to be occupied by the concrete, forms shall • SECTION 3C 4 of 10 OWNSx be thoroughly wetted or oiled and the reinforcement shall be throughly cleaned. 2. Water shall be removed from place of deposit before concrete is placed unless otherwise permitted by the Architect. 3. All reinforcement, forms, fillers and ground with which the concrete is to come in contact shall be free from frost. d. Mixing of Concrete 1. Unless otherwise authorized by the Architect, the mixing of concrete shall be done in a ready mix plant. 2. Ready mixed concrete shall be mixed and delivered in accordance with the requirements of the Standard Specifications for Ready Mixed Concrete ASTM Designation C-94. 3. When the temperature is below 40 degrees Fahrenheit or is likely to fall below 40 degree$ Fahrenheit during the 24 hour period after placing, adequate equipment shall be provided for heating the concrete materials and protecting the concrete. No frozen materials of materials containing ice shall be used. Temperatures of the separate materials including the mixing water, when placed in the mixer; shall not exceed 140 degrees Fahrenheit. When placed in forms the concrete shall have a temperature between • 50 - 90 degrees Fahrenheit. e. Conveying 1 . Concrete shall be conveyed from the mixer to the place of final deposit by methods which will prevent the separation or loss of the materials . 2. Equipment for chuting, pumping and pneumatically conveying concrete shall be of such size and design as to insure a pract- ically continuous flow of concrete at the delivery end without separation of the materials. f. Depositing 1 . Concrete shall be deposited as nearly as practicable in its final position to avoid segregation due to rehandling or flowing. The concretinq shall be carried on at such a rate that the concrete is at all times plastic and flows readily into the spaces between the bars. No concrete that has partially hardened or been contam- inated by foreign material shall be deposited on the work, nor shall retempered concrete be used. Concrete shall not be depos- ited during rain unless adequately protected, and in any case shall be protected from rain until it has hardened sufficiently so that it will not be damaged. SECTION 3C 2. When concreting is once started, it shall be carried on as as continuous operation until the placing of the panel or section is completed in such a manner that fresh concrete will not be deposited on concrete which has hardened sufficiently to cause formation of seams and planes of weakness within the section. 7 The top surface shall be generally level . When construction joints are necessary, they shall be made in accordance with _ requirement for Construction Joints. 3. All concrete shall be thoroughly compacted by suitable means during the operation of placing, and shall be thoroughly worked around the reinforcement and embedded fixtures and into the corners of the forms. Vibrators may be used to aid in the placement of the concrete provided they are used under experienced supervision, and the forms are designed to withstand their action. 4. Where conditions make compacting difficult, or where the reinforcement is congested, batches of mortar containing the same proportions of cement to sand as used in the concrete, shall first be deposited in the forms to a depth of at least one inch. g. Tilt-up concrete walls shall have sufficient reinforcing steel added to prevent cracking of panels when lifting. h. Construction Joints 1 . Joints not indicated on the plans shall be made and located so as least to impair the strength of the structure. Where a joint is to be made, the surface of the concrete shall be roughened, thoroughly cleaned, and all laitance removed. In addition to the foregoing, vertical joints shall be thoroughly wetted and slushed with a coat of neat cement grout immediately before placing of new concrete. 2. At least 2 hours must elapse after depositing concrete in the columns or walls before depositing in beams, girders, or slabs supported thereon. Beams, girders, and brackets shall be considered as part of the floors system and shall be placed monolithically therewith unless otherwise specifically indicated on the plans. 3. Construction joints , if required, shall be located near the middles of the spans of slabs. i . Bonding and Grouting 1 . Before depositing new concrete on or against concrete that has set, existing surfaces shall be thoroughly roughened and cleaned of laitance, foreign matter and loose particles. Firms shall be SECTION 3C / Q b Of 10 n - 'hi�2aJo retightened and existing surfaces slushed with grout coat of neat cement. New concrete shall be placed before the grout has attained initial set. Horizontal construction joints shall be given a brush coat of grout consisting of cement and fine aggregate in same proportion as concrete to be placed, followed by at least 3 inches of concrete of regular mix, except that the prop- ortion of coarse aggregate shall be reduced 50 percent. j. Expansion Joints 1 . Joints between slabs and vertical surfaces shall be made by placing a layer of 30 pound asphalt-saturated felt against the wall or vertical surface the full depth of the slab. 2. Where joints are indicated to receive sealant premoulded expansion-joint-filler-strips shall be installed at the proper level below the finished floor with a slightly tapered, .dressed, and oiled wood strip tacked on top there of to provide a groove for the sealant. 3. Edges of joints of cement floors or concrete slabs at all expansion joints shall be neatly finished with a slightly round edging tool . • 7. FINISHES a. General : Concrete floor slabs shall be finished as hereinafter described. In preparing base -slabs for the various finishes, slabs shall be struck off true at the required level below the elevation or grade of the finished floors, as shown on the drawings. Floors shall be level , except that where drains occur, floors shall be pitched there to as indicated on the drawings, or as directed by the Architect. b. Rough Slab Finish: Floors to be surfaced with quarry tile, as indicated in the Schedule of Interior Finishes, shall be depressed to depth indicated or required to recieve setting bed, and finished by tamping the concrete with special tools to force aggregate away from the surface, then screeding with straight edges and floating to present a reasonably true and uniform surface. c. Monolithic Cement Finish: Floors and other areas indicated as cement in the Interior Finish Schedule and roof slab shall receive a monolithic cement finish applied as follows: The areas shall be screeded true to the required levels and then shall .be • SECTION 3C of TO- 00291 00291 finished by tamping the concrete with special tools to force the coarse aggregate away from the surface to the required finish :: • level shown on the drawings. While the concrete is still green but sufficiently hardened to bear a man 's weight without deep imprint, it shall be wood floated to a true, even plane with no coarse aggregate visible. Sufficient pressure shall be used on the wood floats to bring moisture to the surface. The concrete shall then be hand-troweled to produce a smooth, impervious surface, free from trowel marks. An additional troweling shall be given the surface for the purpose of burnishing. The final troweling shall produce a .ringing_.sound. from the trowel . Omit steel trowelling operations where terrazzo finish is indicated in the Interior Finish Schedule. a. Non-slip Surfaces: All exposed concrete floor surfaces, concrete treads and landings as per Finish Schedule. Apply at rate of 25 pounds per 100 square feet as per manufacturer's directions. e. Exterior: Unless noted "Exposed Aggregate" on plans. Smooth troweled and then heavy broom textured across direction of traffic. Tooled joints in pattern as shown on drawings. f. Exterior Exposed Aggregate: Screed concrete to finish level . After concrete sets 2 - 4 hours, wash with water spray and broom gently to expose approximately 1/3 of the volume of pebbles .. _ projecting from solid concrete. -:= g. Exposed Concrete Walls: 1. Sandblasted - See Section 3 E for sandblast finishes. 2. Textured Concrete Wall : See requirements for their surfaces under Section 3A - g. 3. Painted Concrete Surfaces: After stripping forms from vertical surfaces all form ties shall be cut back to a depth of 1" below the surface. All holes shall then be cleaned and filled with a 1 :1 mortar mix. All fins caused by form joints and other projections shall be removed. Use of carborundum stones to remove bulges or irregularities will be required when in the opinion of the Architect, they are unsightly. 8. CURING AND SURFACE TREATMENT a. Curing 1. Curing may be with water, membrane or curing compound specified applied in accordance with manufacturer instructions. SECTION 3C 8 of 10 00292 If curing is done by water concrete surfaces shall be continuously wet. Membranes used for curing shall have all joints lapped • 4" and taped and shall be maintained intact for 7 days. 2. All concrete shall be prevented from drying for at least the first 7 days after placing. Adequate provision shall be made for maintaining the temperature of the concrete above 50 degrees F. , for at least 72 hours or for as much more time as is necessary to insure proper rate of curing of the concrete. The housing, covering or other protection used in connection with curing shall remain in place and intact at least 24 hours after the artificial heating is discontinued. No dependence shall be placed on salt or other chemicals for the prevention of freezing. b. Hardener and Oustproofer General : All cement floor finish which is not colored and which is not covered with a wearing surface of other material shall receive a hardening treatment as follows: 1. Material must be delivered to the job ready for use in the .... manufacturer's original containers. 2. Application: Concrete surfaces to be treated shall have been thoroughly cured and cleaned and be perfectly dry, with all work above them completed. Apply two coats of hardener and one coat • of sealer as per manufacturer's instructions. c. Colored Surfaces: Where called for on the drawings or in the Finish Schedules, shall be finished as follows: Immediately after screeding and leveling as specified in paragraph b. of section 7. Finishes, distribute evenly over the surface not less than fourty pounds of Kolorblen Color Hardener, or equal , per one hundred square feet of floor surface. Thoroughly float into the finish with a mechanical or wood float. Follow with a second dust on or shake coat, distributing not less than ten pounds of Kolorblen Color Hardener, or equal , per on hundred square feet. Float and trowel to a smooth, even finish. Final trowelling shall be delayed until excess moisture has disappeared from final coat to permit burnishing, but no additional water shall be applied to allow easier finishing. The finished surface must be free from depressions and shall be dense and smooth. There shall be no further trowelling after the surface has set. Not less than twelve hours, nor more than twenty-four hours after finishing, colored concrete finish on the interior shall receive one coat of Kolorblen Wax Seal , or equal (in corresponding color) , well worked into surface with a lamb's wool applicator. Application shall be made as per manufacturer's directions. i SECTION 3C of 0 1 0023 I. Protection and Curing: After the wax has set, the surfaces shall be covered with Consov curing paper, or equal , pasting the laps as per the manufacturer's directions. 2. Final Application and Buffing: Just before completion of work and acceptance of the building, the colored concrete surfaces shall be cleaned and one coat of Kolorblen Wax Seal , or equal , shall be applied and buffed. SECTION 3C 10 of 10 01029 SECTION 3D • PRETENSIONED CONCRETE The requirements of Division 1 apply directly to all work hereunder. 1 . SCOPE Generally the work under this heading shall include, but is not limited to, the furnishing of all labor, materials, equipment and services necessary to complete all pretensioned concrete work shown on the drawings and/or hereinafter specified. a. Furnish necessary materials, apparatus and labor to manufacture (and install) all prestressed Double Tee members. Installation shall include all welding between members and to adjacent structural components but excludes any jobsite grouting, pouring, drypacking or finishing. Furnish required steel anchors to attach double tees for setting in concrete. b. Experience - The prestressed concrete work shall be performed by an organization that has successfully executed installation of a similar nature. Evidence to this effect shall be submitted to the Architect. c. Design - Prestressing details other than shown may be substituted upon approval of the Engineer provided other provisions of this specifi- cation are met. • 2. REQUIRED SUBMITTALS Two sets detail shop drawings showing size, arrangement and location of all reinforcing steel shall be submitted to the Architect for approval before fabrication is started. After making corrections on originals, additional shop drawings shall be submitted as required in section 1 . 3. MATERIALS a. Strand - Conforming to ASTM A416 shall be 1/2"6-270k Grade 1 x 7 strand wiitFminimum area 0.153 sq. inches and minimum ultimate strength of 41 ,300 lbs. b. Concrete - 1. Cement shall be Type 1 , 11 , or 111 conforming to ASTM Designation C150. 2. Aggregate shall be rounded, sealed surface expanded shale, or approved equal , meeting ASTM Designation C330 and having properties such that prestress losses will be comparable to conventional sand and gravel concrete. Size of aggregate shall "generally" be no larger than one inch. 30 1 of 2 0920, 3. Admixtures containing Calcium Chloride will not be permitted. 4. Concrete shall be batched, mixed and handled in accordance with • the latest recommended practices of the American Concrete Institute. Mix shall be designed by the manufacturer and be placed with a 3" maximum slump. Weight. shall not exceed 110 pounds per cubic foot. Z. Curing may be accelerated with radiant heating or steam as long as concrete temperature doesn't exceed 180° F. 6. Strengths unless design demands otherwise shall be 4,000 psi at release and 5,000 psi at 28 days. c. Reinforcing - Steel bars shall be intermediate grade, conforming to ASTM Designation A615 Grade 40. Welded wire fabric shall conform to AST11 Designation A185. Any welding to reinforcing steel shall be done with low hydrogen electrode. 4. CONSTRUCTION a. All material , details and procedures shall be as called for on the plans or by the engineer. b. Care shall be exercised to keep strands clean of oil and other sub- stances harmful to bond. c. Strands may be tensioned individually or in groups to an initial Jacking Force of 27,100 lbs. d. Pretensioning force shall be determined by elongations of the strand and checked with hydraulic pressure. e. Forms shall be generally tight and permanent to produce a smooth finished product. f. Surface of the member shall be finished with a wood float. g. Cut all strands back 1/2" from surface, patch indentation and finish end of tees flush and smooth. h. Test cylinders shall be cast and cured the same as the member. i. Forms shall be so designed and aligned that they will not restrict the longitudinal movement of the member when the prestressing force is transferred. j. Unless approved by the engineer, the finished member shall be lifted and/or supported at the points shown on the plans or at the supporting points of the member when it is put into service. 30 2 of 2 092.96 SECTION 3E INSULATING CONCRETE The requirements of Division 1 apply directly to all work hereunder. 1. SCOPE Furnish and install insulating concrete on all flat roof areas to depths shown on the drawings. 2. REFERENCES Specifications, standards, tests and recommended methods cited herein from following trade and industry organizations shall determine quantity and quality of materials and methods unless specifically designated otherwise. a. Standard Specifications of Vermiculite Institute. b. American Society for Testing and Materials (ASTM). 3. REQUIRED SUBMITTALS a. Manufacturer's brochure showing materials, mix, and application method and procedure for Architect's approval . b. Manufacturer's certificate stating that Contractor is a licensed applicator and that all material was prepared and installed in accord- ance with Architect's drawings and specifications, and specifications of Vermiculite Institute. c. Written statement by manufacturer that lightweight insulating concrete is cured and ready to receive roofing. d. Written statement by manufacturer that methods of venting are acceptable. Vents are specified to be furnished under section on sheet metal and installed under section on roofing. 4. DESIGN CRITERIA a. Dry density 22 to 28 pounds per cubic foot. b. Minimum compressive strength of 100 pounds per square inch. c. Minimum indentation resistance of 100 pounds per square inch (1 sq. in. disc. ) 5. MATERIALS a. Portland Cement: ASTM C150, Type II. • b. Aggregate: ASTM C332, Group I, Neutral (PN7) , non-reactive. All bags shall have Vermiculite Institute label . 3E 002.97 1 of 2 c. Water: As piped directly from city water main. d. Reinforcing: 4x8 inch galvanized 12/14 guage welded wire mesh similcr to Key Deck Style 2160-2-1619. Install in all insuiatin� concrete slabs in accordance with reinforcing manufacturer's recommendations. 6. INSTALLATION a. Contractor must be a licensed applicator by approved manufacturer of product being installed. b. Before installing this work, examine all surfaces to determine if all are smooth, clean, dry and suitable for application of insulating concrete. c. Install material to thickness and profiles shown. Mixing, placing, curing, protection and sampling shall conform to manufacturer's standard specifications . d. Roof surfaces to be evenly sloped to roof drains or scuppers. Repair and refinish surfaces having depressions in normal slope, greater than 1/4" in 10 feet. Minimum thickness insulating concrete: 2 inches. e. Permit no traffic on insulating concrete for 72 hours after application. 2 of 2 ��`� SECTION 3F • — SANDBLASTING The requirements of Division 1 apply directly to all work hereunder. 1. SCOPE Furnish all necessary materials, equipment, labor, and services to sandblast concrete surfaces where shown on drawings and/or specified herein. 2. GENERAL REQUIREMENTS a. Use skilled mechanics with suitable equipment to provide a uniform surface texture. b. Each operator shall be equipped with a protective hood supplied with filtered air. c. Protect all surrounding finish materials from damage due to the sandblasting operations. 1. Arrange for repair of damaged surfaces at no additional cost to the Owner. . d. Sandblasting shall be performed as soon as practicable after removal of forms and approval of ample panel. e. Conform to all state and local regulations applicable to this work, including, but not limited to: 1 . The Health Department 2. The State Division of Industrial Safety. f. Sandblasting will not be permitted during windy weather conditions except in locations or at times as approved in writing by the Project Inspector. 3. MATERIALS AND EQUIPMENT a. Sand: 30-40 mesh clean sharp silica sand. b. Comoressor Size: Minimum 300 CFM per nozzle used, with minimum air pressure of 90 psi at nozzle. c. Nozzle: Minimum 3/8" inside diameter venturi-type. d. Hose: Minimum 1-1/2" inside diameter. 3F (1(� 1 of 2 00299 4. SAMPLE PANELS ------ a. Furnish a sample panel where directed at the jobsite, indicating the proposed finished texture of sandblasted concrete. Do not commence work on the project until this sample panel has been inspected and approved by the Architect. Minimum size o1 sample panel 4'0" x 8'0". b. The approved sample panel will be identified and incorporated into the job and will serve as a reference standarc for finished sandblasted texture on the entire completed project. 6. PROCEDURE: a. Perform sandblasting of concrete surfaces to obtain a light, even texture, removing all traces of smooth surface cement matrix, exposing aggregate but not cutting deeper than approximately 1/8" and matching approved sample panel . b. The distance from nozzle to wall of 24" to 36" , as determined by the operator to obtain the texture desired, shall be maintained throughout the job, for uniformity. c. Maintain nozzle at right angles to wall surface. d. Lap strokes to obtain an evenly textured surface. 6. CLEANING: a. Clean up all sand and debris from operation and leave all floors and other horizontal surfaces broom clean after sandblasting is completed. 3F 2 of 2 SECTION 4A CONCRETE UNIT 4AS03RY The requirements of Division 1 apply directly to all work hereunder. 1. SCOPE OF WORK Furnish all labor, materials, equipment and services for the completion of all concrete block masonry work shown on the drawings and/or specified herein. Include setting of all lintels, anchors, bolts, door frames and ties as required for other trades. 2. REFERENCES Specifications, standards, tests and inspections cited herein shall determine quantity and quality of materials and methods unless specif- icaaiy designated otherwise. a) American Society of Testing Materials (ASTM) b) Uniform Building Code; 1976 Edition 3. TESTS AND INSPECTIONS a) All masonry work shall be continuously inspected during laying and grouting by an inspector specially approved for that purpose by the Architect and the county. b) Mortar and Grout compression tests shall be made in accordance with ASTM, C91 . Strengths shall conform to the following psi : Z-day__ 28. day___ Mortar compression test on•2x cylinders. __ 0 X00 Grout Compression test on 3x3x6 prisms made in 1000 ± 2000 cell of block unit. f 4. MATERIALS a) Concrete Block shall be similar to Basalt of Best Blocks con- forming to ASTM C 90 specifications for Grade NI hollow load bearing units. Blocks shall be natural grey color. Blocks shall be 8x8xlo open end, bond and half units or special units as required. b) Mortar: Shall be Type "M" as specified in the Uniform Building • Code consisting of 1 part portland cement, Z part hydrated lime of lime putty and not more than 3 parts of damp loose, well graded snd, propor- tioned by volume. Twenty eight (28) day mortar strength test of 2" cubes shall be not less than 2000 psi . Mortar shall be colored to produce color to match the block. 4A 09301 1 of 2 c) Grout for pouring all cells and bond beams shall consist of 1 part portland cement, 3 parst sand, 2 parts, 3/8" maximum pea gravel , to which may be added not more than 110 part of lime or lime putty. Grout shall be sufficiently fluid to insure the complete filling of all cells but shall not contain more than 7=2 gallons of water per sack of cement. Twenty eight (28) day grout strength test of standard concrete cylinders shall be not less than 2000 psi . d) Reinforcing steel shall conform to requirements of Section 38. e) Paint and waterproofing shall be applied to exterior and inter- ior surfaces as specified under painting. j. WORKFANSH I P a) Masonry walls shall be true and plumb. Masonry shall be laid by experienced masons only. b) Concrete blocks shall be laid to preserve the unobstructed vertical continuity of all cells. c) Concrete blocks shall have wails and cross walks full bedded in mortar. All head joints shall be solidly filled with mortar for a distance in from the face of the unit not less than the thickness of the longitudinal face shells. d) Joints shall be tooled concave. , e) Horizontal reinforcing bars shall be laid in bond beam units and held in position at not less than 2' centers. f) Vertical steel shall be carefully held in position by wire ties or spacing devices near ends and at intervals not exceeding 160 diameter. g) All cells shall be filled solidly with grout and may be poured from the top of the walls. 6. PROVISION FOR OTHER TRADES This contractor shall coordinate his work with that of other trades , providing chases, openings,etc. and installing flashing, anchors, lintels, bolts, angles, jambs and hangers provided by others. All anchorages to be cast into the wall shall be securely positioned before pouring of grout. 7. CLEAN UP Care shall, be taken to prevent mortar and grout stains on the wall . At the conclusion of the masonry work clean down all masonry walls, steel brushing and scaping where necessary to remove mortar from the face of exposed walls then washing the wall down with clean water. Muriatic acid shall not be used except where allowed by the Architect. • 4A 2 of 2 09302 SECTION 5A • MISCELLANEOUS METALS The requirements of Division 1 apply directly to all work hereunder. 1. SCOPE Furnish and install all structural steel and miscellaneous metal work as indicated on the drawings and/or as specified herein, including, but not limited to: a. Structural steel , miscellaneous metal items. b. Exposed tubular steel downspouts. c. Steel Beam, Hanger angles and bolts for Movable Wall supports. d. Welded structural metal assemblies. e. Handrails, stair nosings. 2. REFERENCE a. ASTM Specifications referred to herein shall be the current revision thereof. 3. MATERIALS a. General : Materials shall be new. When not specified or indicated, material shall be approved by the Architect as to tvoe and suitable quality. All steel furnished hereunder shall be rolled from domestically produced ingots. b. Steel : Structural steel and appurtenant materials shall conform to the requirements of ASTM Specification A36 for "Steel for Bridges and Buildings." c. Bolts: Bolts shall conform to the "Specifications for Low Carbon Steel xE ternally and Internally Threaded Standard Fasteners," ASTM A307. d. Welding: Welding electrodes for manual shielded metal or welding sKaT conform to the E60 or E70 series of the "Specification for Mild Steel Arc-Welding Electrodes," ASTM A233. Welder shall have a valid certificate showing qualification for type of welding to be done. e. Safety stair treads: formed of homogeneous epoxy abrasive formed, cured and bonded to an extruded 6063-T5 heat-treated aluminum ribs, as detailed. Cover treads with protective tape to prevent discoloration during pouring of concrete. Treads shall be available in at least 12 standard colors, for selection by the Architect. Install in accordance • with manufacturers standard written instructions. SA 1 of 4 0930!3 f. Window Grilles: Galvanized steel grille panels, Type E Honeycomb, as manufactured by Irving Grating, IKG Industries, or equal. • g. Anchors: Expansion shields for lag-screws shall be as follows: Sebee, Star double expansion shields, Phillips "Red-Head," Star Slug-In Compounded Anchors; Phillips "Red-Head" Self Drilling Concrete Anchors for bolts or studs; Phillips Self Drilling Red Hanger for expansion shells. 4. GALVANIZING a. Scope: The drawings or specifications will indicate steel which shall Be galvanized. Fastenings exposed to the weather shall be of hot- dipped galvanized or of corrosion resistant material as approved by the Architect. Galvanized items shall be galvanized after fabrication. b. Structural Shapes: Items to be galvanized shall be galvanized after fabrication in accordance with ASTM Specification A125 for "Zinc (Hot Dip Galvanized) Coatings on Structural Steel Shapes, Plates and Bars and their Products." The minimum weight of coating shall be 1 .8 oz. per sq. ft. When galvanizing closed pipe sections, a small hole shall be provided to relieve internal pressure. c. Hardware: Bolts and nuts shall be straightened without damage to the material or galvanizing in a manner acceptable to the Architect. Warped material , which cannot be straightened without injury to the protective coating will be rejected. d. Straightening: Warped members shall be straightened without damage to the material or galvanizing in a manner acceptable to the Architect. Warped material , which cannot be straightened without injury to the protective coating will be rejected. 5. FABRICATION a. General : Fabrication work, except where specified otherwise, shall comply with applicable requirements of the "Specification for the Design, Fabrication, and Erection of Structural Steel for Buildings," as currently amended by the American Institute of Steel Construction. The Architect may reject material with mill or shop defects, ragged or drawn shear cuts, cracks at bends or unauthorized cuts. b. Verify all dimensions in the field. Check site elevations of level- ling plates, anchor bolts, etc. prior to *completion of fabrication so that any necessary adjustments of connecting pieces can be made in the shop. c. Welding: Shall conform with applicable provisions of the current "Standard Code for Arc and Gas Welding in Building Construction," as issued by the American Welding Society and applicable provisions of Section 1 .17 of the current A.I.S.C. Specification. Welding shall be • performed by the electric arc process. Connections to be galvanized shall be welded all around to prevent the entrance of pickling acid. 5A -01 2 of 4 d. Joints where exposed shall be tight and accurate. Where joints must be water-tight they shall be welded solidly. e. Shop Errors: Material which fits improperly in field assembly will be • rejected and shall be replaced with new or corrected material. The method of correction shall be approved by the Architect. Correction or replacement shall be at Contractor's expense. 6. INSTALLATION a. Setting: Material shall be accurately and properly installed in position and secured against displacement during the performance of the subsequent work. Bolt threads and open end items (such as sleeves and inserts) shall be protected from filling with concrete or foreign matter. b. Drilling and Cutting: Of existing or new work for installation of Structural Steel or Miscellaneous Metal work shall be approved by the Architect. Such work shall be performed neatly and in a manner which least impairs the structure. c. Installation Details: When not shown shall be in accordance with the best practice of the trade. Field joints for handrails shall be made with inside sleeves. Sleeves shall be fastened with countersunk set screws located on the undersides of the rails. 7. PAINTING • a. Shop Prime: All structural steel work and miscellaneous metal work furnished by the Contractor shall be given a shop prime coat of Red Lead Primer or approved equivalent except non-porous, galvanized or surfaces that are to be completely embedded in concrete or at locations to be field welded. Material to be primed shall be thoroughly cleansed of foreign material which will affect the bonding of the prime coat. After installation, abraded shop-prime and field welds and adjacent areas shall be retouched with like material. b. Repair: Damaged galvanized coatings shall be prepared and coated with the following or approved equivalents: 1. Dry Galv. : American Selder and Flux Co. (Heidt Equipment Co. , Oakland). 2. Galvanex: Subex Inc. (Geo. E. Honn Co. , S.F. ). 3. Z.R.C. : Sealube Inc. (Claude B. Smith Co. , Oak. ). 8. SHOP DRAWINGS a. Submit 5 copies of shop drawings of structural steelwork and miscel- laneous metalwork to the Architect for approval before fabrication. Indicate necessary information for fabrication and painting per those • specifications. 5A 3 of 4 0001- 05 9. TESTING AND TEST REPORTS • a. fleet all applicable Testing, Inspection and Certification of Structural Steel and Miscellaneous Metal Work and ::elding as required by Title 24 for each specific type of work. • 5A 4 of 4 00306 SECTION 6A CARPENTRY = The requirements of Division 1 apply directly to all work hereunder 1. SCOPE Furnish and install all Rough and Finish Carpentry and all related work as shown on drawings and/or as specified herein, including, but not limited to: a. Carpentry b. Installation of metal specialities, miscellaneous equipment, and other specialities not installed by their suppliers. c. Installation of finish hardware, doors. WORK NOT INCLUDED IN THIS SECTION a. Thermal insulation under Building Insulation Section. b. Cementitious Acoustic Treatment. 2. SPECIAL REQUIREMENTS a. Measurements: Take all necessary measurements at the building and accurately fit all work. b. Scaffolding: Construct in conformity with provisions of safety orders of the Division of Industrial Safety, Department of Industrial Relations , Title 8, California Administrative Code, and O.S.H.A. c. Guard Rails: Construct protective guard railings at all hazardous horizontal and/or vertical openings, pits, and trenches over three feet deep. 3. MATERIALS a. Lumber and Plywood Standards: 1 . Douglas fir and West Coast Hemlock: Standard Grading Rules No.15 7 the W. atest a itton. 2. Plywood: Product Standard PS-1-66 of the American Plywood Association. 6A �1 1 -1 of4 00307 3. Each piece of lumber shall be grade stamped by the grading • organisation. Each piece of plywood shall be grade stamped D.F.P.A. b. Plywood: Douglas Fir, "Structural I" C-C plugged, thickness as shown. c. Rough Hardware: Furnish and install all nails, spikes, bolts, nuts, washers, anchors, timber connectors, etc. , required to assemble, secure and brace all carpentry work, except items specially fabricated under "Miscellaneous Metal". Provide and install standard mallable iron or plate washers under all bolt heads and nuts bearing in wood. d. Treated Wood Nailers : Fire-retardant pressure treated lumber meeting UnderwriterT Laboratories requirements for flame spread less than 25, no evidence of significant progressive combustion in 30 minute test duration. Each piece of lumber shall bear the U.L. label . e. Building Paper:- "Sisalkraft" or equal . f. Overlav Plvwood Wail Paneliina: Fire retardant treated D.F.P.A. grade-marked medium Density Overlay plywood, 3/4" thick, with tongue and groove joints. Apply to wall backing material with approved adhesive and self-drilling flat-head screws to metal studs. g. Plastic Laminate Wall Panelling: Similar to TM1 panel system 550 fire retardant, 7/16" thick, concealed spline joint system, meeting the following requirements: 1 . Panel Components: a. Plastic surface: high pressure laminated plastic, vertical surfacing grade-55. b. Core: 3/8" thick fire-retardant treated particle board. c. Adhesive: U.L. approved resourcinol . d. Backing: Grade-98 backing sheet. e. Fire Hazard Clasification: ASTM E84 flame spread-25, smoke developed-40, as tested on the decorative face. f. Applicable Standards: Components of Panel Systems shall meet the following performance standards: 1 . Laminates: NEMA Publication 01-1971 , Amended. 2. Cores: Commercial Standards CS-236-66. 6A '4 ? 2 0T 4 8 2. Colors and Patterns: as selected from full line of plastic laminate manufacturer's samples of solid colors and woodgrain patterns. Finish shall be suede-58 series. • 3. Accessories: Molding, outside corner, casings, of wood core surfaced with plastic laminate to match panels. Wood splines are concealed hardwood. 4. Installation: Apply panels with adhesives and a concealed spline system to furring strips over subwail as indicated on drawings, and in accordance with manufacturer's instructions. h. Metal Laminated Wall Panelling: 1 . Panel Core: 3/8" thick fire retardant treated particle board. 2. Metal Wall Surface: a. Aluminum: (typical for all metal wall surfaces except where noted otherwise) .042" thick patterned aluminum sheet, laminated to core with U.L. approved adhesive. Edge treatment formed as shown on drawings. 3. Accessories: Provide formed moldings, outside corners, casings to match surface metal . Fastenings shall be concealed, of stainless steel. 4. Installation: Apply with adhesive and concealed fasteners over subwall as indicated on drawings. Butt joints between panels and trim accessories shall be flush, straight, and tight. 4. LUMBER GRADES a. All lumber used for carpentry shall conform to the following minimum grades: 1 . Studs, plates, sill plates, etc. ; construction grade. 2. Posts 4"x 4" and smaller; construction grade. 3. Posts and timbers 5"x5" and larger; structural grade. 4. Joists and planks; construction grade. 5. Beams and stringer; construction grade. 6. Miscellaneous framing, bridging, blocking, furring, sleepers, ceiling stripping; construction grade. bA 3' 4 09309 5. FURRING, STRIPPING, BLOCKING, AND GROUNDS • a. Furnish and install fire retardant treated wood furring,stripping, blocking, oeilers, and grounds where shown, noted and/or required. 6. COOPERATION AND COORDINATION WITH OTHER TRADES a. Conform with printed specifications of Manufacturers. b. Installation of finish hardware and miscellaneous items: 1. Arrange work and secure delivery of all items, so that all work shall progress without delay or interruption. 2. No extra cost will be allowed because of changes or corrections neccessary to facilitate the proper installation of any items. The Contractor shall be responsible for the proper fabrication of all work or material to receive all items. 3. Fit hardware prior to painting. Remove and complete final installation of hardware after painting work is completed. 4. Protect all items from damage at all times, both prior to, and after installation. 5. Furnish and install backing for securing all fixtures, cabinet work, shelving and all other items of work that require wall support. Use 2x6 minimum for backing. 6. Reinforce wall for special stresses where attached fixtures are to be installed. 7. Furnish and install treated wood backing for supporting all mirrors, panel boards, electrical fixtures, and other items requiring backing for support, where backing is not furnished by the Contractor installing those items. 8. General : All work shall be accurately fitted and solidly nailed, spiked, screwed, and bolted together to finish plumb, level , square, and true. Any work that shows evidence of careless or improper workmanship or materials shall be taken out and replaced. Drawings and details shall be accurately followed. Wherever nailing . tends to split wood, holes shall be drilled. 6A ar`� =aria 4 of 4 )OV310 SECTION 7A SHEET METAL y The requirements of Division 1 apply directly to all work hereunder. 1 . SCOPE Furnish and install all sheet metal work as shown on drawings and/or as specified herein, including, but not limited to: a. Flashing and counterflashing, coping, edging, scuppers, expansion joints, waterstops. b. Roof vents, miscellaneous vents and flues, accessories. c. Sheet metal straps, ties, etc. d. Louvers. WORK NOT INCLUDED UNDER THIS SECTION a. Ducts and flues for heating and ventilating. , b. Flashing of plumbing pipes. c. Roof drains , piping systems under Plumbing Section. d. Rain leaders, downspout boots at grade, duct work, power air intakes, exhaust, and ventilators are specified under other sections. e. Sheet Metal related to food service equipment and kitchen wall finish. • 2. MATERIALS a. Galvanized Steel : Conform to ASTM A-93, galvanized 1 .25 oz. per sq. ft. 26 gauge unless noted or specified otherwise. b. Fasteners: Of same material as metal they are required to hold. c. Solder: ASTM Specification B-32 or as recommended by Manufacturer of metal to be joined. d. Sealant: Conform to requirements of Caulking and Sealant Section. 3. FABRICATION AND INSTALLATION a. Construct according to details. In the absence of specific details, follow the recommendations of the Architectural Sheet Metal Manual of the California Association of Sheet Metal , Heating and Air Conditioning Contractors. 7A 1 of 4 b. Provide for expansion and contraction in gravel stops, roof edge fascias, and edgings, and in all other runs of sheet metal work exceeding 20' in length. . 4. FLASHING A14D COUNTERFLASHING a. Provide flashing at head of all exterior openings unless otherwise shown; or where flashing is an integral part of sash, i .e. , aluminum windows. b. Provide flashing and counterflashing at intersection of roof plane with vertical walls. c. All joints shall be soldered. d. All flashing, copings, counterflashings, gravel stops, shall be securely held in place by use of concealed nails, clips, etc. of same material . e. Insulate between dissimilar metals with plastic tape or 15 lb. asphalt saturated felt. f. Cooperate with other trades in coordinating and providing for the installation of their work in connection with the work of this section. 5. COUNTERFLASHINGS a. 26 gauge galvanized steel , fabricated to fit reglet. , Except where indicated otherwise, insert in reglets located from 9" to 10" above roof decks. Extend counterflashings down vertical surfaces over upturned vertical leg of base flashings not less that 4". Fold exposed edges of counterflashing 1/2". Where stepped counterflashings are required, they may be installed in short lengths or may be of the preformed one-piece type. End laps in counter- flashings shall not be less than 4" and shall be made weathertight with plastic cement. Lengths of metal counterflashings shall not exceed 10'0". Form flashings to the required shapes before instal- lation and secure in the reglets with lead wedges spaced not to exceed 18" apart; on short runs, wedges shall be placed closer to- gether. 6. REGLETS a. Reglets in concrete to receive cap or counterflashing: friction type, .060" thick, high impact, rigid, Type II polyvinyl chloride plastic with integral protective strip to prevent entry of concrete during pouring. Provide flexible PVC aligning and connecting plugs. 7. GRAVEL STOPS AND ROOF EDGE FASCIAS a. Galvanized steel sheet, 26 gauge plus coating. Gravel stops and fascias in the shapes and sizes indicated and in lengths • not less than 8' . Provide prefabricated mitered corners for internal and external corners. Conform to installation requirements under Bituminous Roofing, Section X. 8. MOISTURE RELEASE VENTS a. Form of 26 gauge galvanized steel sheet in size and • configuration shown. 9. TUBULAR STEEL DOWNSPOUTS a. Provided under Miscellaneous Metals Section, including elbows and offsets. 10. SUMPS FOR ROOF DRAINS a. Roof drains are provided under Division 15. Provide sumps for roof drains as indicated. Treated wood nailers will be provided around the perimeter of sumps. Line each sump with asphalt-coated base sheet set in plastic cement. Set a prefabricated pan of 6-1b. lead in a full bed of plastic cement. The edges of the pan shall form a gravel stop with a 4" flange. Set the flange on top of the roofing felts in a bed of plastic cement or hot bitumen. The first layer shall be 10" wide, and the second layer shall be 12" wide. Heavily coat flashing ring on the drain with plastic cement before the felt and pan are installed. Clamp the felt and the sump pan securely in the flashing clamping ring. Test sumps for leaks before roofing work is completed. 11. AIR INTAKE AND EXHAUST LOUVERS (NON-MECHANICAL TYPE) • a. Louvers and frames shall be of the sizes and design indicated. Blades shall be folded or beaded at the edges, set at an angle that will exclude driving rains, and shall be firmly secured to the frames by riveting or welding, whichever is standard with the manufacturer. Provide not less than one mullion for each 4' width. Provide flanges on the interior face of frames where air intakes or exhaust louvers are indicated to be connected with mechanically-operated dampers or metal ductwork. Provide woven wire bird screening, not less than 4 by 4 mesh per linear inch in rewirable frames, on the interior of louvers. Install screen frames by means of clips in such a manner that they can be removed readily for cleaning and rewir- ing. The screens and frames shall be of the same type metal as the louvers ; screen wire shall be not less than 00.0475" in diameter. Louver frames shall be caulked and made weathertight where they abut the wall construction. Louvers shall be factory finished with a fluorcarbon polymeric coating in color selected by the Architect. The life of the coating shall be guaranteed in writing by the manufacturer for 20 years of protective life. 12. GUARANTEE a. All sheet Metal work shall be guaranteed by the Contractor to be free from defects in Materials , fabrication, and workmanship for . a period of two years from and after the date of final acceptance of the Project by the Owner. • 7A 09313 3of4 b. Watertight installation of Sheet Metal Items installed integrally with the roofing membrane is covered under this grarantee. • 'A 4 of 4 • SECTION 78 BUILDING INSULATION The requirements of Division 1 apply directly to all work hereunder. 1 . SCOPE Furnish and install Building Insulation as shown on drawings and/or specified herein; including, but not limited to: a. Roof insulation board at built-up roof areas. b. Wall insulation. c. Insulation at suspended Gypsum Board Ceiling System. d. Vapor barrier. WORK NOT INCLUDED UNDER THIS SECTION a. Insulation Concrete roof fill . b. Insulation Integral with suspended Acoustical Ceilings. . c. Insulation specified under the Food Service Equipment Section. GENERAL a. Materials, preparation of surfaces, and methods of application shall conform to the application requirements of the manufacturer for each specific type of installation. b. Furnish copy of manufacturers specifications for all applications to Architect prior to installation. 2. MATERIALS - a. Roof Insulation Board: 24"x48" factory fabricated boards of one pound density premium cellular polystyrene with a total of 60 slots and circular hole openings in each board, delivered to the job site with Factory Mutual approved labels on each bundle, installed simultaneously with insulating concrete roof fill in a manner specified and approved by the manufacturer. 1. Board thickness shall vary from 1" minimum to six inches maximum to give finished roof elevations as shown on drawings and to result in a minimum average roof insulation value of R=19. 7B 1 of 3 00315 2. Board thickness shall allow for a minimum 2" coverage of insula- ting concrete. b. Exterior Wall Insulation Board System: 1. Insulation Board; 24" x 96" x 3" thick factory-fabricated boards of one-pound density expanded polystyrene pre-grooved in three places to receive one metal furring channel per board in one of three groove location. Insulation shall result in a total minimum wall insulating value of R=11. a. Metal furring channel : "U"-Shaped, 1-5/8" wide, with 5/8" serrated edges roll formed from 25-gauge electrogalvanized steel. Run panels with channels horizontal for securing vertical plastic laminate panels. b. Masonry fasteners : Power- driven fasteners of type and size as recommended by manufacturer for each specified application. c. Interior ball Insulation: (between conditioned air spaces and attic spaces) Foil- faced building insulation conforming to HH-I-521 , type III with R=19. d. Vapor Barrier: Two layers of kraft paper laminated with asphaltic adnensive, two directional glass reinforcing fibers and edge reinforcing, weighing approximately 4.4 labs. per 100 square feet, meeting the following physical properties: Vapor Permeance (Perms) 0.23 per ASTM E-96 proc. A. Water Resistance (Hours) 40+ ASTM D 779 Dry Tensile Strength (lbs./1" Width) per ASTM D 828 MD 65 CMD 35 Puncture Resistance (Beach Units) 32 AST11 D 781 A product meeting these requirements is Vaporstop 298, manufactured by St. Regis Paper Co. , Tracy, California. 3. APPLICATION a. Install all insulation as recommended by the manufacturer for each specific appl i cati on. b. Apply vapor barrier with flame retardant adhesive to roof deck as recommeded by the manufacturer, to meet Factory Mutual requirements for Class I construction and U.L. Construction "lumbers 1 and 14. 0 7B . . ' : 2 Of 3 ����1 4. SAMPLES a. One sample of each type of proposed insulating and vapor barrier material shall be submitted and approved before the materials are delivered to the site. b. Samples shall not be larger than 12 in. by 24 in. c. Samples of adhesives and mechanical fasteners shall be submitted and approved, if such items are to be used in the application of insulation. 5. TEST AND TEST REPORTS a. The testing requirements stated herein or incorporated in referenced documents may be waived provided certified copies of reports of of tests from approved laboratories performed on previously manufacturered materials are submitted and approved. b. Test reports shall be accompanied by notarized certificates from the Manufacturer certifying that the previously tested material is of the same type, quality, manufacture, and make as that proposed for this project. 6. THERMAL PERFORMANCE a. The insulation Manufacturer's certified "R" factor designation shall be shown on the products or on the packages containing the products. 76 0931 � 3 of 3 SECTION 7C BITUMINOUS ROOFING The requirements of Division 1 apply directly to all work hereunder. 1 . SCOPE Furnish and install all bituminous roofing as shown on drawings and/or as specified herein, including, but not limited to: a. Built-up roofing. b. Reflective Roof Coating. WORK NOT INCLUDED UNDER THIS SECTION a. Wood nailers. 1,.i ,i zla 7Stix b. Sheet metal work. ' ° •Iv 4 � 2. GENERAL REQUIREMENTS a. Workmanship in General 1 . Strictly adhere to the specifications and recommendations of the manufacturer whose materials are used. Apply materials under the inspection of the manufacturer's and Owner's repre- sentative. 2. To the maximum possible extent, all materials used for roofing shall be the products of a single manufacturer. 3. These specifications are general only and the Contractor shall estimate that he will be required to use such extra materials, skill , and thorough attention to detail as will provide thoroughly workmanlike coverage, reinforcement, and protection to all vital and critical points as well as over all open areas even though not particularly specified. 4. Any additional work beyond that specified or illustrated, or any modification thereto, that is necessary for the furnishing of the guarantee and bond, especially, but not limited to flash- ings, edge stripping, nailing, nailing strips, weights of materials , and the placing of gravel stops and vent cleaves shall be provided without additional cost to the Owner. b. Sub-surfaces 1 . Carefully inspect all surfaces on which roofing is to be applied, in the presence of the roofing miaterials manufacturer and the Owners Representative. Report any unsatisfactory surfaces to . the Architect. Otherwise assume all responsibility for failures and defects in the work resulting from defective surface con- ditions. 7C ); : c. Sample sections will be cut from the finished roof, when deemed necessary. Such removed portions shall be patched in to the entire satisfaction of the Owner. Cutting and patching shall in no way affect the guarantee. d. Promptly after award, submit to the Architect three sets of complete roofing specifications by Manufacturer of roofing materials, as applicable to the Contract. 3. GUARANTEE a. 2-year Guarantee: Roofing work shall be guaranteed by the installer of the roofing against defective materials and workmanship for a period of 2 years from and after the date of acceptance of the con- tract. Guarantee shall be on a form approved by the Owner, and shall cover all of the work called for in this section. b. 20 Year Bond: At the option of the Owner, the Owner may purchase from the manufacturer of the roofing materials a 20-year roofing bond, with a minimum penal sum of twenty dollars ($20.00) per square, which shall bond the Manufacturer at his expense to make repairs to the roofing as required to maintain the roof in a water-tight condition for a period of 20 years. This bond shall be on a form and by a Bonding Company approved by the Owner, and shall cover roofing as well as base flashing. 4. MATERIALS a. Asphalt primer: ASTM specification 041 . b. Asphalt for roof: ASTM specification D312. Slope in Inches/feet Type Softening Point in °F. over not over 1/2 1 II 160-175 c. Base Sheets: Asbestos base felt with 1" x 1" waffle ventilating grid superimposed on mineral granule surface, conforming to Fed. Spec. SS-R-630-c Class 2. d. Asphalt Saturated Felt: Asphalt saturated and coated asbestos felt, conforming to ASTM Specification D-250 and Federal Specification HH-R-590, class A, Type I. e. Asphalt Plank: ASTM Specification 0517, mineral surfaced asphait plank, not less than 1/2" thick. f. Reflective Roof Coating: White elastic polymerized acrylic emulsion coating, with a reflectivity of not less than 90°x. VIP Fire-Retardant roofing material as manufactured by VIP products, Division of Warth Paint Co. , Coral Gables , Fla. meets these requirements. Coating shall not adversely affect the fire rating or the guarantee of the roof assembly. 2of6 g. Cant Strips: Inorganic fiberboard cant strips, 4" minimum face. 5. BUILT UP ROOFING • a. Underwriters Class A covering, materials per 100 sq. ft. of roof. Asphalt primer-------------------------------------------- 10 lbs. Spot-mop over primer-------------------------------------- 15 lbs. One layer of 77 lb. mineral surface and coated asbestos felt base sheet--------------------------------- 77 lbs. Two lavers 15 lb. asphalt saturated asbestos felt--------- 30 lbs. Two 25 Ib. asphalt moppings under two top felts----------- 50 lbs. Fibrated asphalt emulsion surface coating spray application 2 gal . per sq.------------------------------- 20 lbs. Reflective roof coating----------------------------------- 8 lbs. b. Preparation and Drotection: 1 . It shall be the roofers responsibility to assure himself that all decks are complete, metal fitting, vents, and other projections are in place and all surfaces are free from rough spots and sharp projections and all in a condition to receive his work. 2. Protect all roofing materials from the elements at all times, and maintain free from moisture during installation. Upon completion of each days work, waterglaze exposed felts upon request of Owners' inspector. , 3. Heatinq of asphalt: a. Use extreme care to heat the asphalt slowly and to control the temperature thereof. Any evidence that any part of the asphalt in the kettle has been overheated at any time will be cause for rejection of the entire batch. A kettleman shall be in attendance at all times at the kettle and shall be provided with suitable thermometers for testing the temperature of the asphalt in all parts of the kettle. For immersion type kettles, thermometers shall be spear type. b. Break up asphalt into small pieces before placing it in the kettle. Add additional material to the kettle each time, equal to the quantity drawn off. Stir the contents of the kettle sufficiently to prevent localized overheating of asphalt. 4. Felts: Shall be mopped into the asphalt solidly and uniformly over the full width, except where "spot mopping" is called for. In no case shall felt touch felt. All felts shall be broomed down without wrinkles or buckles so as to obtain positive adhesion and elimination of air bubbles between each of the surfaces or piles and at edges. • 7C 3 of 6 �1� 2� a. Where "spot mopping" is called for, the spots of asphalt shall be approximately 8" in diameter on approximately 16" center and • shall cover approximately 501 of the roof area. Apply felts immediately into the spots to insure proper bond. b. Lay felts with the eave line (at right angles to the roof slope) and in shingle fashion. Start laying the felts at the eave line with cut sheets and proceed with wider cut-back sheets to avoid an abrupt drop, but in such a manner that the stated full number of piles will occur at all points of the roof. Care must be exercised to keep spacing uniform and level. Stagger end laps. c. Roll felts into position and firmly press into the hot asphalt and broom-in across the felts, immediately after application, with a stubby type of stable broom. 5. Primer: Shall be applied on concrete decks and on vertical concrete _ surfaces up to flashing regolet, and shall be allowed to dry before mopping or spot mopping. 6. Nailing shall in all cases be through tin caps as following: a. bailing: Nail base sheet to insulating concrete with Berryfast "Tape-Fast" 2"xl4 gauge divergent staples as manufactured by Berryfast, or Zonolite MK-111 nails, installed as recommended by fastener manufacturer for each particular condition. Spacing shall be in accordance with approved roofing manufacturer's recommendation. 7. Appurtenant Work a. Gravel stops and metal edging strips: Are furnished and installed under "Sheet Metal Section" including nailing; but the roofer shall cooperate so that all requirements are met. The flange and laps of the gravel stops shall be primed with asphalt primer and allowed to dry thoroughly, then set and installed over the felts and lap set in Bituminous Plastic Cement. b. Base flashings: Extend all roofing felts up to top of cant. Install base flashings at such vertical surfaces in strict ac- cordance with manufacturer's specifications for full 20 year bonded roof flashing. c. Vent Sleaves: Furnished by Plumber, for pipes and vents penetrating the roof shall be primed as above, set in Bituminous Plastic Cement and install over the felts. The lead flashing shall extend 1" above vent pipe and be turned down on inside of pipe. Over the vent sleave flange apply, with alternate cropping, two reinforcing plies of the same felts, so that the first extends not less than 3" beyond the outer edge of the flange and the second one not less than 6" feathered out. 7C 4 of 6 09121 d. Moisture release vents: Install vents under "Sheet Metal Section" in built-up roofing applied over insulating concrete fill . Distribute vents uniformly throughout the deck at the • minimum rate of one vent for each ten squares of roofing. No less that 2 vents shall be installed on any area over 2 squares. 1 . Installation of vents: Before application of surfacing to root me rave, a 3 diameter hole shall be cut through the membrane and a 3" diameter core shall be cut from the lightweight concrete for the depth of the concrete. The flange of the vent shall be primed both sides with asphalt primer. After primer has dried, the vent shall be set over the hole in a 1/8" thick bed of-plastic cement. Flanges shall be nailed to concrete with square-cut nails 6" o.c. Flanges shall be flashed with 2 collars of the ply felt set in plastic cement and extending at least 4" and 6" beyond the edge of the flange. S. Field samples of built-up roofing (cut tests): a. After application of the specified roofing felts and prior to applying surfacing, field samples of built-up roofing shall be taken from the deck in the presence of the Owner's inspector. The inspector will inspect the sample of specified number of plies, bond between plies, visible presence of moisture in the sandwich, and wet insulation; weigh the sample to determine the quality of bitumen used. Samples shall be 4" by.36" cut across the laps in felts in a manner to expose the specified number of plies. The 4" edge shall not be positioned over an end lap. • The samples shall weigh not less than the minimum acceptable weights specified. The cutting of samples, replacing of samples and patching shall be done at no additional cost to the Owner. Areas where samples are to be taken will be selected by the Owner inspector immediately prior to cutting. Roofing will not be permitted to proceed until all deficiencies disclosed as a result of the "cut tests" have been corrected, and approved. b. Sampling requirements: Not less than 2 samples shall be taken from each 100 squares of roofed area, and at least one sample shall be taken from each day's application, regardless of the quantity applied. If the samples taken show a deficiency, additional samples will be required, in order to determine the extent of the deficiency. In the event samples taken indicate a deficiency in the quantity of bitumen used in 250' of the roofing applied, an additional ply of felt and mopping of bitumen shall be applied. Felt shall be applied with 4" sidelaps and endlaps. If the samples indicate improper bond between plies, presence of visible moisture, or wet insulation in 250' of the roofing applied, all of the roofing represented by the samples taken shall be removed. Where insulation is found to be wet, the insulation shall be removed also, and new built-up roofing and insulation shall be provided at no additional cost • to the Owner. 7c x`Mt A_ 5of6 c. Sample cutting device: A template shall be provided for use • in cutting the samples. The template shall be 4" by 36" and shall be of a type that will permit accurate cutting of samples with standard roofing knives. At the option of the Contractor, the template may be of a type for self-cutting of the sample. After each cut is made, the cutting tool shall be cleaned away by washing in a suitable solvent. d, Scales: Will be portable, graduated in ounces, and accurate to 1/Z ounce. e. Patching cut-out areas: Immediately after being weighed and examined, samplesmeeting the requirements specified shall be patched by the applicable following method: Apply a mopping of hot bitumen into the opening from which the sample was taken and press sample firmly into the hot bitumen. The same number of plies and type of felt as used in the roofing shall be applied over the sample. The first sheet shall be extended 4" beyond the sample on all sides, and each succeeding sheet shall be extended 4" beyond the underlying sheet, except that the final sheet shall be the full width of the roll , centered over the sample. Each ply shall be mopped solidly to the underlying plies, so that nowhere will felt touch felt. Where the slope exceeds 1/2" per ft. for coal tar pitch roofing and 1" per ft. for asphalt roofing, the final 2 plies of felt shall be extended at least 12" beyond the upper edge of the samples. f. Traffic surface: Shall consist of mineral surfaced asphalt plank applied over top felt in lieu of the roof surfacing. Apply asphalt plank to roofing with plastic cement. R <f`r. lz 71 Yfi • X d 32-3 6of6 SECTION 7D CONCRETE WATERPROOFING • The requirements of Division 1 apply directly to all work hereunder. 1 . SCOPE Furnish and apply chemical waterproofing treatment to all exterior concrete building walls. 2. MATERIALS a. Wateraroofing agent: Clear, non-staining, highly penetrative liquid. Stearated oil base material meeting the following requirements: 1 . Solids content: 7" minimum, 7.5`," maximum, no silicones or silicates. Solids, in true solution, of a type to react chemically with the free salts in the concrete to the depth of penetration. 2. Conform to applicable air pollution and control districts regulations , including, but not limited to, Rule 66 and/or Regulations , California Area Air Pollution Control District. 3. No visible firm or residue shall remain on concrete surfaces • after curing. 4. Material shall not cloud, etch, or stain glass or other polished surfaces if wiped off before drying. 5. Certify compliance with the above requirements with an independent laboratory report obtained by the Manufacturer and submitted to the Architect before proceeding with the work. b. A material meeting the above requirements is "Sealco 702M" as manufactured by Conrad-Sovig Company, San Francisco. 3. APPLICATION a. Comply with manufacturers standard printed instructions. Apply materials under the inspection of the manufacturers representative, by an applicator approved by the manufacturer, and complying with the conditions of the guarantee. Apply materials immediately after completeing sand blasting. 7D 1 of t f;)TI-) b. Inspect surfaces to receive waterproofing treatment and report • any unsatisfactory surfaces to the Architect for correction prior to application of waterproofing. Otherwise assume all responsibility for failures and defects in the work resulting from defective surface conditions. c. Allow concrete to cure thoroughly before applying waterproofing as recommended by the manufacturer. d. Deliver materials to the job site in unopened containers. No residual materials from other jobs will be permitted. No removal of empty drums will be permitted until after inspection at completion of this work. e. Apply materials with low-pressure airless equipment. No air-type spraying will be permitted. Apply material at rate of no more than 85 sq. ft. per gal . f. Protect adjacent materials, plants, bituminous roofing and paving from overspray or droppings of waterproofing material. Clean waterproofing material from adjacent surfaces immediately, before allowing time to dry, as recommended by the manufacturer. g. Furnish and pay for all tests, and inspections required by the manufacturer in connection with the guarantees of materials and workmanship. • 4. GUARANTEE a. Furnish a written guarantee by the manufacturer of the water- proofing material that any defects in materials or workmanship will be made good at no additional cost to the Owner, for a period of 5 years. 5. SUBMITTALS a. Submit copy of manufacturers standard printed instructions for Architects approval prior to commencing this work. 7D 1 2 of 2 SECTION 7E CAULKING The requirements of Division 1 apply directly to all work hereunder. 1 . SCOPE Furnish and apply all building caulking materials as shown on drawings and/or specified herein. WORK NOT INCLUDED UNDER THIS SECTION a. Caulking of flashing under the Roofing Section. 2. GENERAL REQUIREMENTS a. Provide caulking in all open joints exposed to the weather, as indicated or specified, and in all areas normally requiring sealing with caulking material to provide watertight and weathertight construction. b. Deliver materials to the job in the manufacturer's original unopened containers, with the brands , date of manufacture, and name clearly marked thereon. Carefully handle and store materials to prevent inclusion of foreign materials , or subjection to temperatures • exceeding 90° F. Caulking compound or components more than six months old shall not be used. Color of caulking compound shall be selected by the Architect from full line of Manufacturer's color samples. 3. MATERIALS a. Caulking compound: synthetic rubber-base, one component, non-sag type, chemically curing, conforming to specification TT-S-00230, supplied in a ready to use form. Under normal application conditions, including adequate ventilation, compounds shall be non-toxic. b. Primer: Non-staining sealer, of type and consistency recommended by the caulking manufacturer for each specific surface material . c. Backstops: Closed cell neoprene, butyl , polyurethane, vinyl or polyethylene foams free from oil or other staining elements. Oakum, and other types of absorptive materials , shall not be used as backstops. f 1 of 3 011). � d. Bond ereventive Material : Polyethylene tape with pressure-sensitive adhesive, a umi num foil , or waxed paper. 4. APPLICATION a. Surface preparation: Surfaces against which primer and caulking are to be applied shall be clean, dry to the touch, free from frost, moisture, grease, oil , wax, lacquer, paint, or other foreign matter. All joints shall be cleaned out to the depth indicated. Clean out all loose particles of mortar just prior to caulking. b. Primer: Provide on all surfaces as recommended by the caulking manufacturer. Primer shall not be applied to surfaces which will be exposed after caulking is completed. c. Backstops:.Pack the back or bottom of joints over 1/2" in depth tightly with an approved backstop material to the depth indicated. d. Bond preventive material : Shall be provided at back or bottom of joint cavities in which no backstop material is required; it shall cover the full width and length of the joint cavities. e. Protection and cleaning: Protect areas adjacent to joints to be caulked from smearing; paper masking tape may be used for this purpose if removed 5-10 minutes after the joint section is filled. Fresh compound that has accidently been smeared on the masonry shall be scraped off immediately and rubbed clean with methyl ethyl ketone, toluene, or a similar solvent. Upon completion of caulking, all remaining smears, stains , and other soiling resulting there from shall be removed and work left in a clean and neat condition. f. Apply in accordance with the manufacturer's printed instructions using a gun with nozzle of proper size to fit the joint width. Force compound into grooves with sufficient pressure to fill the grooves solidly. Caulking shall be uniformly smooth and free of wrinkles and unless indicated otherwise, shall be tooled and left sufficiently convex to result in a flush joint when dry. Where the use of gun is impractical , approved hand tools may be used. The caulking compound shall not be applied to joints when the air temperature is below 50° F. or when it appears probable that temperatures below 500 will be encountered before the caulking has set. Modification of the caulking compound by addition of liquids, solvents, or powders, shall not be permitted. Caulking around openings shall include the entire perimeter of each opening. 7E 2 oT3 19o27 g. Joint dimensions: The minimum joint width shall be 1/4" and the . depth shall be approximately 1/2 the width, but in no case less than 1/4". IF THE JOINT WIDTH IS: JOINT DEPTH SHOULD BE: For metal , glass, or other non-porous surfaces; Minimum Maximum 1/4" 1/4" 1/4" Over 1/4" 1/2 of width Equal to width For masonry, concrete, or stone: 1/4" 1/4" 1/4" 1/4" to 1/2" 1/4" Equal to width 1/2" to 1" 1/2" Equal to width 1" to 2" 1/2" 1/2 of width . 5. SAMPLES a. Before caulking work is started, a sample opening of each type of joint shall be caulked where directed. b. The samples shall show the materials, workanship, bond, and color of caulking material , as specified or selected for the work. The mater- ials, workmanship, bond, and color or the caulking work throughout the project shall match that of the approved sample joint. r 7E - [1 3 of 3 n��� SECTION SA HOLLOW METAL DOORS AND FRAMES The requirements of Division 1 apply directly to all work hereunder. 1 . SCOPE Furnish and install all Hollow Metal Doors and Frames as shown on drawings and/or as specified herein, including: a. Hollow metal doors. b. Hollow metal door frames. c. Hollow metal glazed partition frames. Y WORK NOT INCLUDED UNDER THIS SECTION a. Access doors , roof scuttles. 'W b. Operable walls. c. Special doors. 2. GENERAL REQUIREMENTS a. Workmanship: Hollow metal doors and frames to be constructed of best quality commercial grade sheet steel . Nothing but first class workmanship will be accepted. Finished work shall be smooth and free from warps and buckles. No weld marks shall show on completed work. b. Label Service: Where doors and frames are indicated on the drawing as abeled, their construction shall conform to all requirements of the Underwriters' Laboratories and shall carry their labels of approval and inspection. c. Finish: All surfaces are to be throughly cleaned of all oil , grease, and other impurities and then chemically etched. All irregularities shall be filed and and sanded to give a completely smooth surface. Apply one coat of rust inhibitive primer, baked at 300°F. for thirty minutes. d. Galvanized Steel : Where doors and frames are indicated on the drawings as galvanized steel , doors, and frames, to be fabricated from galvanized steel sheets in compliance with ASTM A-43 (1 .25 oz. coating) . 3. DOORS a. The 2 face sheets shall be formed from stretcher-leveled cold rolled steel not less than 18 U.S. gauge and shall be rigidly connected and reinforced inside by 18 gauge steel continuous interlocking stiffeners spaced a maximum of 7" on centers . �f)/)tikj 1 of 3 b. Sound deadening material shall be mineral composition, incom- bustible, moisture resistant, chemically inert and shall fill all . voids between stiffeners and face sheets. c. Suitable provision shall be made to receive glass panels or louvers of size shown on drawings. d. Glass mouldings shall be welded units and shall be watertight at exterior locations. e. Tops of doors shall be welded units and shall be made watertight at exterior locations. f. Door edges to be welded and to be free from seams or cracks. Bevel lock edges 1/8" in 2". Minimum door thickness 1-3/4". g. Faces of doors to be flat with no joints, weld marks or bumps. h. Doors shall be neatly mortised and reinforced for all mortise-type hardware and shall be drilled and tapped at the factory. Do not cut through door edge at hinge mortise. For surface applied items such as closers, push and pull plates, kickplates, escutcheons, stops, etc. doors shall be reinforced but drilling and tapping shall be done in the field by the door erection contractor. i . Minimum reinforcing as follows: Surface hardware .250" steel , hinge reinforcing .250" steel , lock reinforcing .250" steel , for cylindrical locks .250" steel box type reinforcing unit. j. Where louvers are required fabricate from 18 guage steel , Inverted Vee blade design at interior doors. Sloping blade water-tight design with removable #14-13 bronze screen at exterior doors. Provide fusible link closures where indicated or required. 4. FRAMES a. Frames shall be welded units formed of #14 U.S. gauge steel . b. Corners shall be mitered, fitted, continuously welded full depth of frame and ground smooth. c. Frames shall be formed straight and true to profiles as shown on drawings, width of frame to vary to match wall thickness. d. Provide not less than 3 anchors per side, to be furnished to suit wall conditions and floor angles -or clips welded to frame for fastening to floor. SA - 2 of 3 09330 e. Frames shall be neatly mortised and reinforced for all mortise-type hardware and shall be drilled and tapped at the factory. For surface applied items drilling, tapping shall be done in the field. f. Minimum reinforcing as follows: Surface hardware .25011 steel , lock reinforcing .250" steel , hinge reinforcing .250" steel . g. Metal cover boxes shall be furnished over all hardware cutouts occuring in concrete or masonry walls, or where frames are filled with plaster grout. 5. SHOP DRAWINGS: Submit for Architects approval before fabrication , the following; a. Complete door schedule and snap drawings, indicating all detail of construction as called for in these Drawings and Specifications. Z­' 8A 3 of 3 SECTION BB FI14ISH HARDWARE The requirements of Division 1 apply directly to all work hereunder. 1 . SCOPE Furnish all materials , equipment, transportation, and services required for a complete installation of finish hardware as shown on the drawings and as specified herein. WORK NOT INCLUDED UNDER THIS SECTION a. Cabinets. 2. GENERAL REQUIREMENTS a. The Contractor shall install finish hardware as required. The hardware shall be fitted prior to the painting and then removed and painting completed before final installation of the hardware. b. The Contractor shall be responsible for arranging his work and securing delivery of all hardware, etc. , so that all work shall progress without delay or interruption. c. Upon delivery of the finish hardware to the job site the Contractor i shall be responsible for this material . The hardware shall be protected from damage at all times, both prior to and after its installation. d. Finish hardware must be neatly and properly installed in accordance with the best practices as approved by the Architect. All hardware must be thoroughly cleaned when it is turned over to the Owner. e. No extra cost will be allowed because of changes or corrections necessary to facilitate the proper installation of any hardware. The Contractor shall be responsible for the proper fabrication of all work or material to receive the hardware. f. All keys shall be tagged with the hardware item number, door number, and room number from plans and delivered directly to the County Building Maintenance Department, by the hardware supplier. 3. SPECIFIC REQUIREMENTS a. While the following schedule is intended to cover all doors, cabinets , drawers, and other movable parts of the building, and establish a type and standard of quality, it shall be the specific 88 } � 1of4 00132 duty and responsibility of the finish hardware supplier to examine the plans and specifications and furnish proper hardware for all • openings , whether listed or not. If there are any omissions in hardware groups in regard to regular doors or cabinet doors and drawers, they shall be called to the attention of the Architect prior to bid opening, for instructions; otherwise, the list will be considered complete. No extras will be allowed. b. Schedules: Two copies of the preliminary hardware schedule shall be de—livered to the County Building Maintenance Department for review and comments. One schedule with corrections marked in red will be returned to the hardware supplier. When the new final hardware schedule is compiled, five copies shall be forwarded to the Building Projects Shop. This will enable the County to prepare a keying schedule which will be forwarded through channels to the hardware supplier prior to ordering hardwares. The successful hardware bidder shall contact the lock company's representative as soon as possible and have him meet with the County Building Maintenance personnel to assist in reviewing the hardware and keying schedule prior to the forwarding of the hardware order to the factory. c. Hardware: Each item of hardware when delivered to the job shall be—plainly marked with the corresponding item number from the hardware schedule and with door number taken from the Architectural floor plan and with set key number if locks and hardware are keyed 4. FINISH a. The finish of all hardware shall be United States Standard U.S. 260 Chrome (Satin) , or as otherwise indicated. 5. TEMPLATE HARDWARE a. All hardware applied to metal doors or jambs shall be made to template and secured by machine screws. Furnish templates to Metal Door and Frame Manufacturer. 6. FASTENINGS a. Finish hardware shall be furnished with all necessary screws, bolts, or other fastenings of suitable size and type to anchor the hardware in position for heavy use and long life, and shall harmonize with the hardware as to material and finish. These fastenings shall be furnished where necessary with expansion shields, sex bolts, toggle bolts, or other approved anchors according to the material to which it is applied and as recommended by the Manufacturer. All hardware fastened to concrete shall be furnished with machine screws and tampins. Exposed fastenings shall be approved vandal-proof type, spanner-head screws . 2 of 4 7. CODES a. All hardware shall comply with applicable code requirements. • 8. LOCKSETS a. Strikes shall have extended lips where required to protect trim from being marred by latch bolt. Wrought box strikes shall be furnished on all locks, latches, and deadlocks. All locksets shall be as specified artd manufactured by Sargent and Company. No substitutions will be permitted. Lock Design shall be "GL". 9. KEYS a. Stamp all keys "PROPERTY OF CONTRA COSTA COUNTY, - DO NOT DUPLICATE". b. Furnish three keys per lock with an additional ten keys for each set; ten keys for each sub-master; ten keys for each Building Master; and 150 stamped key blanks in the job keyway. c. 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 the hardware supplier. d. 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. Then the keyed locks will be delivered to the job with a, Construction Key System which has been set up by the factory. Supply 8 Construction Keys. e. All keyed locks shall be passed by the existing County Great Grand Master Key. All lock cylinders are to be Grand Mastered, Sub- Mastered, Building Mastered and set keyed. f. Allow for future expansion under each Master or Set. 10. PANIC BOLTS a. All exit devices shall have reinforcing in cross bar tubing and be of stainless steel , US 32 D. 11 . DOOR. CLOSERS i a. Door closers shall be full rack and pinion type. b. Unless otherwise specified, closers on outswinging doors shall have parallel arms. All closers shall be of one manufacture. • 88 09134 3of4 c. Length of arms will be determined by degree of door opening. All doors to open 180° whenever possible. Provide drop plates where irequired. All label doors shall have door closers of proper .size. Closers shall be fastened to hollow metal doors with machine screws. Sex bolts will not be accepted. 12. DOOR STOPS a. All material to be of solid brass or bronze. 71. 13. DOOR HOLDERS : a. All material shall be of solid brass or bronze. 14. THRESHOLD a. Furnish all thresholds as indicated in hardware groups and or drawings. Thresholds shall be of Architectural Bronze. 15. SILENCERS a. Except at exterior doors, label doors , and weather stripped doors, metal frames shall have 3 Glynn Johnston 64 door silencers installed in the stop of frame. 16. HARDWARE LIST a. Catalog numbers are from the following manufacturers: Specified Equals Butts Lawrence Bros. Stanley-Hager Closers Norton Division LCN Locks, cylinder Sargent & Co. None Exit devices Sargent & Co. Von Duprin Stops, holder Sargent & Co. Builders Brass Push, Pull , kick plates Sargent & Co. Builders Brass Thresholds Sargent & Co. Pemko-Zero Electric Strike Folger Adam Co. None b. Hardware Groups: Furnish hardware for each door or pair of doors as shown in door schedule on drawings. 88 4-of 4 �lilc� SECTION 8C GLASS AND GLAZING The requirements of Division 1 apply directly to all work hereunder._ 1. SCOPE Furnish and install all Glass and Glazing work as shown on drawings and/or as specified herein, including, but not limited to: a. Glazing of all sash, glazed partiitons, and doors. b. Mirrors. 2. MATERIALS a. Manufacturer's names are specified herein as a standard of quality and utility. Materials of other manufacturers , which are equal in quality and utility, may be used upon written approval of the ' Architect. b. Wire lass : Thickness as shown, polished "Misco" clear glass, Mississippi Glass Company) . c. Mirrors: 1/4" minimum thickness, mirror glazing quality polished • plate glass. Mirror backs shall be silvered 2 coats, heavily electroplated with copper, given a prime-coat, and ore coat of mirror-backing paint. Mirror frames shall be 1/2" wide 18 gauge satin finish stainless steel with integral shelf, where shown. Sacks shall be 20 gauge galvanized steel arranged for concealed theft proof mounting with rust proof metal hangers. d. Neoprene Glazing Channels: (Hollow metal frames) Closed-cell neoprene extrusions conforming to ASTM C-509, grade 4, applied in accordance with manufacturer's recommendations. e. Neoorene Glazing Gaskets: (Clerestory windows in concrete roof tee openings Pre-formed neoprene structural glazing gasket system similar to "StanLock" system as manufactured by the Standard Products Co. Port Clinton, Ohio, and as distributed by Harold A. Pride and Co. Richmond, California. 3. INSTALLATION a. General : Each glass panel shall be accurately cut to fit the opening with an allowance for expansion. Set glass panels to mini- mize the striation distrotions. Cut and install glass in accord- ance with the manufacturer's instructions. i 1 of 2 • b. Defective Frames: Each metal or wood frame shall be inspected by the Contractor prior to any glazing work. Defects shall be brought to the attention of the Architect before proceeding with the work. c. Manufacturer's label showing grade, strength, thickness , type and quality will be required on each piece of glass. Label shall remain on glass until it has been set and inspected. In addition to labels, wire glass must comply with the requirements of the Underwriters Laboratories. When glass is not cut to size by the Manufacturer, and is furnished unlabeled from local stocks, the Contractor shall submit an affidavit stating the quality, thickness, type and manufacturer of the glass furnished. d. Set mirrors to wall with concealed hangers of rustproof metal and vandal proof fastenings . e. Set glass to fit opening with allowance for expanison and contraction. Secure glass with semi-rigid vandal proof type glazing channels , as approved by the Architect. f. Defects in frames shall be brought to the Architect's attention prior to glazing. • 4. CLEANING a. Clean all glass thoroughly after painting is completed. Scratched glass will not be accepted. 2of2 _ _ - Z of 2 SECTION SD SPECIAL DOORS The requirements of Division 1 apply directly to all work hereunder. 1 ., SCOPE Furnish and install all special doors as shown on drawings and/or specified herein, including, but not limited to: a. Rolling counter doors. b. Roof access scuttle. 2. ROLLING COUNTER DOORS a. Stainless steel rolling fire door assembly constructed and installed in accordance with Underwriters Laboratories specifications, and bearing a Class "E" (3/4 Hour) label , and meeting the following requi rements: 1 . Operation: Manual crank, with counter-balanced tension spring. 2. Automatic Closinq Device: Operating upon fusing of a 165° F. fusible link, both sides of wall . , 3. Finish: No. 4 satin finish stainless steel . 3. ROOF ACCESS SCUTTLE: a. "Bilco" type "5-20" 2'-6" x 3'O" galvanized steel with paint bond and Red Oxide primer finish. Spring latch,inside and outside handles and padlock hasps. 4. CEILING ACCESS DOORS: a. "Milcor" style DLJ 22"x22", 16 ga. steel frame, 14 ga. steel panel . Baked enamel prime coat. Concealed spring hinge for 1750 opening. 5. SHOP DRAWINGS a. Submit six copies of shop drawings for Architect's approval prior to fabrication. 6. COORDINATION WITH OTHER WORK a. Coordinate the installation of doors with partition work performed under other sections of the specifications. • b. Verify details of adjacent construction and make field measurements of conditions prior to submission of shop drawings. 8D 1 0T 1 SECTION 9B • RESILIENT BASE The requirements of Division 1 apply directly to all work hereunder. 1. SCOPE Furnish and install resilient base as shown on drawings and/or specified herein. 2. MATERIALS a. Base: Burke, 6" rubber topset, color as selected by Architect. b. Adhesive: As recommended by manufacturer. 3. GENERAL REQUIREMENTS a. Sub-surface; The Contractor shall carefully inspect all surfaces on which the base is to be applied and shall report any unsatisfactory surfaces to the Architect. Otherwise, he shall have responsibility for failures and defects in his work resulting from defective surfaces. The Contractor shall clean all surfaces, removing all grease and other substances before procedding with his work. do b. Adhesive shall be trowelled evenly with a toothed trowel . c. Fitting and laying shall be done in a neat, workmanlike manner, accurately fitted at walls, corners, etc. All joints shall be close and even. d. Entire surface shall be left smooth and free from any curls or buckles. Remove all stains. 4. COLOR AND PATTERN a. Colors shall be selected from full line of Manufacturer's samples submitted by the Contractor, to Architect for approval prior to ordering base. 5. GUARANTEE All materials and workmanship shall be guaranteed for a period on one year from date of acceptance. 6. EXTRA BASE At completion of job, leave three unopened boxes and all open boxes of base material for each color used. • 96 1 of 1 n 039 SECTION 9D . CEMENTITIOUS ACOUSTICAL PANEL The requirements of Division 1 apply directly to all work hereunder. 1 . SCOPE Furnish and install acoustic panel system as shown on Drawings° and as specified herein, including, but not limited to: a. Cementitious acoustic wall panels_ b. Cementitious acoustic ceiling drop-in panels. c. Adhesives and mechanical fasteners. WORK NOT INCLUDED UNDER THIS SECTIOr: a. Furring, stripping, trim, suspended ceiling T-bar system. ) M -2. GENERAL REQUIREMENTS a. Delivery and Storage: 1 . Carefully handle and store materials to prevent damage, prevent inclusion of foreign materials and subjection • to temperature and humidity extremes as recommended by the Manufacturer. b. Field measurements: 1 . Verify all dimensions in the field prior to fabrication. Notify Architect of any discrepancies. 3. MATERIALS a. Manufacturer's names used herein are for reference only, and do not preclude the use of products of other manufacturers meeting the requirements of these specifications. The manufacturer stated herein shall be the standard of quality for the work. "Tectum" panels as manufactured by Gold Bond Building Products Division of National Gypsum Company meet the requirements of these specifica- tions. b. Acoustic panels: wood fibers and hydraulic cement binder molded under controlled conditions of heat and pressure, rated noncombustible (flame spread of 25 or less) as classified by Underwriter's Laboratories , Inc. Guide No. BIYR, square butt edges, 1" thick. The panels shall have a Noise Reduction Coefficient range of (.35-.45) , mounting as shown. • 9D z ;. - 1 of 2 )t!40 4. INSTALLATION a. Apply panels using approved panel adhesive of caulking consistency with bead size and spacing in accordance with panel manufacturer' s recommendations . b. Fasten panels at each furring section with nails or screws spaced in accordance with manufacturer's recommendation. Countersink nails or screws below the surface. Butt square cut edges tightly so joints will fall on center lines of furring. c. Examine applied panels and remove and replace any defective units. 1 . Provide necessary safeguards and exercise caution against injury of defacement of any existing improvements or prior new work. Repair or replace such damage at no additional expense to the owner. d. Coordination with work of other trades: 1 . Cooperate with other trades in coordinating and providing for the installation of their work in connection with the work of this section. • e. Details of Installation 1 . Install acoustic panel system as shown on Drawings and in accordance with manufacturers standard printed instructions. 5. EXTRA MATERIALS a. Provide a minimum of four extra full size wall panels and ten ceiling panels delivered to Owner upon completion of this work. 9D 2 of 2 SECTION 9E PAINTING The requirements of Divsion 1 apply directly to all work hereunder. 1 . SCOPE Provide all labor, materials, equipment, transportation, and shop service required for Interior and Exterior Painting as described herein and for all interior and exterior surfaces, as shown on drawings and/or as specified herein, including, but not limited to: a. All exterior and interior surfaces on concrete, gypsum board, wood, metal , cementitious acoustic panels, and primed metal. WORE: NOT !NCLUDED UNDER THIS SECTION a. Shop coatings on structural steel , steel doors, window frames and other items previously shop ccated. b. Copper, aluminum, stainless steel , bronze, brass, nickel ; galvanized steel handrails, except as specified c. Plastic laminate wainscots, partitions, doors, frames, rails, • and similar factory finished items. d. Glazed, rubber, asphalt, vinyl , or acoustic tile. e. Exterior concrete walls, concrete stairs, concrete retaining walls. 2. SURFACE PREPARATION a. All surfaces shall be cleaned prior to painting. If for any reason the surface cannot be cleaned, this condition shall be promptly reported to the General Contractor and the Architect, in writing. b. Drop cloths shall be provided to prevent paint material from falling on or marring any adjacent surface not to be painted. c. General Surface Preparation: 1 . Surface must be clean and dry before painting. Dirt and dust should be removed by brushing with a stiff bristle brush. Oil or grease should be removed by solvent cleaning, using a solvent such as mineral spirits and wiping with clean rags. Apply final rinse of clean solvent. • 9E 1 of 5 00142 Z. If the area to be coated has been subjected to chemical icontamination, thoroughly rinse with water. 3. The primer or first coat should be applied immediately after surface preparation to prevent contamination of the surface. 4. Wall board: Tape joints shall be sanded smooth and dusted. 5. Shop Coated Steel of Iron: Shall be first washed free of grease, dirt, oil , or dust with pertroleum solvents. Prime where metal is exposed with a rust inhibitive primer, first removing any rust which may have formed by sandblasting or hand and power tool cleaning. 6. Galvanized metal : Clean thoroughly with mineral spirits. 3. STORAGE a. Provide a secure space for the storage of all paint materials and equipment. Maintain and leave it free from fire hazards due to improperly stored rags, thinners, or materials. 4. MATERIALS • a. All paint materials must be delivered to the job in Manufacturer's original containers and bearing its label . b. All thinners shall be as approved or recommended by the paint Manufacturer and bear identifying labels. c. Colors for all coats shall be as selected or approved by the Architect with duplicate samples supplied to this Contractor. d. The Architect reserves the right to take a representative sample of any materials the painting Contractor brings on the job and have it tested by an approved testing laboratory to verify the materials conform to set forth specifications. Cost of test, if required, shall be paid by the painting Contractor. 5. WOR-KMAN SH I P a. All materials shall be applied and cut in neatly so as to dry uniformly to the color and sheen specified. Free from runs, sags, wrinkles, shiners, streaks, and brush marks. gE p _ 2o�f5 00143 b. All materials shall be applied in accordance with Manufacturer's . directions as printed on container and any thinning required shall be done in the manner and exclusively with the type of reducer recommended. c. Vary each coat of paint in shade from the preceding coat in a manner that will rake each coat readily distinguishable without affecting finish color. d. During the actual application and drying of the paint, a minimum temperature of 60° F. shall be maintained. This temperature shall be held as constant as possible to prevent condensation. Adequate ventilation shall be provided at all times so that the humidity can not rise above the dew point at the coldest wall . The general Contractor is solely responsible for maintaining required temperature, ventilation and room conditions. e. Enamel and varnish undercoats shall be sanded smooth prior to recoating. f. All door edges, including top and bottom shall be finished in the same manner as the remainder of the door surface. g. No exterior painting shall be undertaken at temperatures under 50° F. or immediately following rain, frost, or dew. Safe levels for painting shall be determined by use on an electronic . moisture meter. h. The areas in which this Contractor has been conducting his work shall be left in a clean and orderly condition with all paint spots, rags, and discarded equipment removed. i. Any work which does not meet the approval of the Architect shall be immediately corrected. If the work is not corrected, the Architect reserves the right to deduct from the amount due to the Contractor under his written contract. j. No spray painting will be allowed. k. Detailed Specifications: The following product numbers of the Glidden Company and the Pratt and Lambert Company are approved and are given to establish the quality of materials desired and need no further approval . Products of other manufacturers may be used subject to approval by the Architect. Proof of equality must be submitted within 35 days after award of General Contract. 9E (� , ; , 317t5.5 Approved materials: TYPE GLIDDEN PRATT AND LAMBERT • Rust Inhibiting Primer 585 Metal Primer Alkyd Gloss Enamel 4550 Effecto Galvanized Iron Primer 471 G.I. Primer Enamelized Trim Paint 1892 Verdura Exterior Latex Masonry Paint 3525 Vapex Interior Synthetic S.G. Enamel 4600 Cellotone Satin Flat Stipple Paint 19-W-752 Lytall Stipple Flat Alkyd Flat Wall Paint 5718 Lytall Alkyd Flat Alkyd Wall Primer-Sealer 4516 Lytall Alkyd Primer Lacquer Sanding Sealer 6059 S.G. Lacquer Semi-gloss Lacquer 6080 S.G. Lacquer 6. PAINT SYSTEMS a. Exterior Paint Systems: 1. Exterior Unprimed Metal : a. First Coat: Rust inhibiting primer. b. Second Coat: Alkyd Machinery enamel , gloss. c. Third Coat: Alkyd Machinery enamel , gloss. • 2. Exterior Pre-primed Metal : a. First Coat: Alkyd machinery enamel , gloss. b. Second Coat: Alkyd machinery enamel , gloss. 3. Galvanized Metals: a. First Coat: Galvanized iron metal primer. b. Second Coat: Enalmelized trim paint. 4. Exterior Overlay Ply-woba: a. First Coat: Exterior Laytex Paint. b. Second Coat: Exterior Laytex Paint. c. Third Coat: Exterior Laytex Paint. i 4 of 5 09345 b. Interior Paint Systems: • 1 . Interior Unprimed Metal : a. First Coat: Rust inhibiting primer. 4 b. Second Coat: Synthetic S.G. enamel . c. Third Coat: Synthetic S.G. enamel . 2. Interior Primed Metal : a. First Coat: Synthetic S.G. enamel . b. Second Coat: Synthetic S.G. enamel . ._ 1 3. Interior Galvanized Metal : a. First Coat: G. I. Metal Primer. b. Second Coat: Synthetic gloss enamel . c. Third Coat: Synthetic gloss enamel . 4. Interior Galvanized Metal Walls and Ceiling: • a. First Coat: G. 1. metal primer. b. Second Coat: Flat stipple. 5. Interior Concrete: (Except sand-blasted finish) . a. First Coat: Alkyd wall primer-sealer. b. Second Coat: Alkyd flat. c. Third Coat: Alkyd flat (where shown). 6. Interior Gypsum Wallboard and Overlay Plywood: a. First Coat: Alkyd wail primer-sealer. b. Second Coat: Flat stipple paint. c. Third Coat: Interior semi-Sloss enamel . 9E 5 of 5 ��' �� SECTION 9F GYPSUM DRYWALL SYSTEMS The requirements of Division 1 apply directly to all work hereunder. 1 . SCOPE Furnish and install all suspended Gypsum Board Backing Systems for acoustic tile ceiling and metal stud walls as shown on drawings and/or as specified herein, including, but not limited to: a. Suspension system, metal stud framing, furring. b. Gypsum board application. c. Taping of joints. WORK NOT INCLUDED UNDER THIS SECTION a. Metal stripping integral with exterior wall insulation board. 2. GENERAL . a. Trade names used herein indicate a standard of quality only, and do not preclude the use of materials and methods of other Manufacturers which meet the requirements, as specified. b. Maintain a temperature range of 55° to 70° within the building during finishing. c. Provide adequate ventilation during finishing to eliminate excessive moisture. d. Materials shall be delivered to the job in original unopened containers or bundles and stored in a manner to protect from damage and exposure to the elements e. The installation and application of all materials shall be in accordance with the latest printed directions or specifications of the U.S. Gypsum Co. 3. MATERIALS a. Gyosum Wallboard: 5/8" thick, 48" wide tapered edge type "X" Fi recode. Moisture resistant -board in all toilet rooms. b. Joint treatment: Perf-A-Tape Joint System. 9F 1 F 3 c. metal Studs: 20 gauge roll-formed galvanized steel channel type. • d. Furrino Channels: No. 158, 25 gauge galvanized coil steel , 1-7/16" face width, 7/8" furring depth, 2-11/16" base span. e. Main Runner: 1-1/2" cold-rolled channel , 16 gauge weighing 475 lbs. per 1000 lineal feet. f. Hanger Wire: 9 gauge galvanized steel . g. Tie Wire: 9 gauge galvanized steel . h. Drvwall Screws: U.S. Gypsum Co. , type S-1 . i . Powder Driven Studs: 1/4" x 2", with internally threaded eye coupling to receive hanger tares. Studs shall not be driven into precast concrete tee stems. 4. FURRING CHWN EL AND METAL STUDS a. danger wires shall be secured to under side of concrete roof slab, and spaced not over 4'-0" o.c. in the direction at right angles to main runner ends and of boundary walls, girders or similar interruptions of ceiling continuity and at corners of light fixtures. Hangers shall be of sufficient length to permit saddle-tying around main runner channels in a manner that will prevent turning or twisting of the runners, and the • full strength of the hangers will be developed. b. Main runners shall be spaced not the exceed 4'-0" on centers, in parallel rows, and where necessary to frame around openings or project one through ceilings. Runners shall be kept clear of abutting walls and partitions. Ends of spliced main runner channels shall overlap 12" with flanges of channels interlocked and shall be tied securely with 2 loops of 0.0625" diameter zinc-coated wire at both ends of splice. c. Metal furring shall be attached to main runners at 16"o.c. by saddle- tying at each crossing with 0.0525" diameter zinc-coated wire of 0.1483" diameter springwire hairpin clips, staggered, on opposite sides of train runners. Splices shall be 8" long, interlocked and tied as specified above for main runners. d. Install access doors furnished under other Section of Specifications. Coordinate the locations with acoustic tile Contractor, to align with the joint pattern. 2of3 e. Lateral Bracing: 1 ) Provide diagonal hanger wire bracing from building structure to ceiling system to support a minimum lateral loading . of one pound per square foot of ceiling area in any direction. 2) Provide diagonal bracing from partitions to structure to support a minimum lateral loading of five psf of wall area acting normal to wall . 5. DRYWALL PANEL ERECTION a. Wall board shall be applied with the long dimensions at right angles to furring channels or studs and fastened with 1" Drywall screws, spaced 12" o.c. All abutting end joints shall occur over the web surface of the furring channel , or stud flange. Joints shall be fitted neatly and accurately with end joints staggered. b. Joint system shall be "Perf-A-Tape" system on all face joints and internal and external angles. c. Provide Kraft Paper Dust stops at all intersections of ceiling system with wall surfaces. d. Surfaces called for in the Interior Finish Schedule to be painted shall be finished smooth and free from cracks and depressions and ready for painter's finish. j 7 • ,' � 3 of 3 934 9 SECTION 9G • SUSP=LADED ACOUSTICAL CEILINGS The requirements of Division 1 apply directly to all work hereunder. 1 . SCOPE Furnish and install all suspended acoustical ceilings as shown on. drawings and/or specified herein, including, but not limited to: a. Ceiling Tiles. b. Acoustical Panels (installation only of cementitious ceiling panels). c. Trim components. d. Insulation integral with ceiling system. WORK NOT INCLUDED IN THIS SECTION - a. Cementitious acoustic panels will be furnished under Section 9D, to be installed under this section. 2. SUBMITTALS a. Approvals, except those required for field installations, field appli- cations, and field tests, shall be obtained before delivery of material or equipment to the project site. b. Samples: Samples shall be representative of the materials to be supplied. The following samples shall be approved by the Arobitect for record purposes prior to delivery of acoustical-system components to the project site: 1 . One of each type of acoustical unit proposed for use showing the specified texture, finish , and color of the exposed-to-view surfaces. 2. One each of fastening device, including anchors. 3. One linear foot of runner and furring members, intermediate support member, hanger wire of strap, and edge moldings. 9G 00350 ,, 1 of 4. • C. Shog Drawings: Shop drawings shall be submitted to and approved by the Architect for record purposes prior to delivery of acoustical-system components to the project site. Drawings shall clearly delineate all components of the system and shall be accompanied by catalog illustrations of the components. A reflected ceiling plan of typical rooms and other spaces, which includes locations of electrical and mechanical features, shall be provided with the required detailed drawings. Drawings shall include typical detail of following: Intermediate framing of hanger supports that fall between structural framing members; hanger fastenings at structural framing members and at main runners; acoustical-unit support at ceiling penetrations; and the splicing method for main and cross runners and the positioning of splines; complete installation instructions. d. Certificates: Before delivery of acoustical system components, certificates in triplicate with accompanying test reports by an independent testing laboratory, attesting that acoustical ceiling systems pro- posed for use meet specified requirements shall be submitted to and approved by the Architect for record purposes. Data attesting to conformance of the proposed system(s) to Underwriter's Laboratories, Inc. , requirements for the fire endurance rating(s) specified herein may be submitted for approval in lieu of certificates and test reports. 3. FIRE ENDURANCE: Fire endurance rating shall be one-hour. The fire ratings for the proposed system shall have been determined by ASTM Test Method E119 on Specimen System representative of the system to be installed, including ceiling penetrations such as light fixtures and electrical boxes. 4. DELIVERY AND STORAGE: Acoustical units shall be delivered to the site in the manufacturer's original unopened containers with brand name and type clearly marked. Materials shall be carefully handled and stored under cover in dry, water- tight enclosure. Immediately before installation, acoustical units shall be stored for not less than 24 hours at the same temperature and relative humidity as the space where they willbe installed. One unit per 100 units installed shall be furnished as spares for lay-in type acoustical units. Spare units shall be furnished in original cartons and shall be placed in a location as directed. 5. ENVIRONMENTAL CONDITIONS: A uniform. temperature of not less than 60°F. nor more than 80°F. and a relative humidity of not more than 75 percent shall be maintained continuously before, during,and after installation of acoustical units. 9G 2 of 4 6:w MATERIALS: a. Acoustical Units; Acoustical units shall conform to SS-S-118 class 25, and requirements shown on the drawings. 1. Panels for exposed-arid system: NRC orale: .50=.60 Pattern: Armstrong Co. Design Nominal size: 24 x 48 inches. Edge detail : Trim:ied and butt. Finish: Factory-applied white painted mylar facing. b. Suspension system: Suspension system shall be accessible exposed grid and shall conform to ASTM C635 for light-duty systems. c. Ceilina insulation: Foil-faced building insulation conforming to HH-1-521 , type III with R = 19. 7. CEILING SUSPENSION SYSTEM: Suspension system shall be completely compatible with the acoustical units. Surfaces exposed to view shall be of uniform width and shall be steel with a factory applied white baked enamel . a. Suspension system: Suspension system shall meet the requirements • of ASTM C635 and the requirements specified herein. b. Edge or wall molding: Edge or wall molding shall be steel with a factory applied white baked enamel finish. Wall molding shall have a flange of not less than 15/16 inch and shall be provided with inside and outside corner caps. c. Wire: Wire shall be QQ-W-461 , composition 1010 soft annealed, finish 5 (zinc-coated) , class 1 , for suspended and furred ceilings where plenum is not used for air-circulating systems , except under roof construction. Mire shall be not less than 0.1055 inches in diameter (12 gauge). 8. INSTALLATION OF CEILING SUSPENSION SYSTEM: All interior finish work such as concrete work shall be completed and dry before installation. All mechanical , electrical , and other work above the ceiling line shall be compieted and approved prior to the start of acous- tical ceiling installation. Acoustical work shall be provided complete r:ith all necessary fastenings , clips , and other accessories required for a complete installation. Mechanical fastenings shall not be exposed in the finished work. Hangers shall be laid ogc for each individual room or space. Hangers shall be placed to support forming around bears, ducts, columns, grills and other penetrations through ceilings. Main runners and carrying channels shall be kept clear of abutting walls and partitions. At least two main runners shalt be provided for each ceiling span. 9G 3of4 01 f 2 a. Suspension System: Installation of Suspension System shall meet the requirements of ASTM C-636 and the requirements specified herein. b. Flanges: Metal edge moldings or channels shall be provided along the perimeter of the acoustical ceiling in each room, space, or panel . 9. CLEANING Following installation, dirty, or discolored surfaces of acoustical units shall be cleaned and left free from defects. Units that are damaged of improperly installed shall be removed and new units provided as directed. - 9G 4 of 4 { ,. • SECTION IDA TOILET PARTITIONS The regirements- or" Division i apply directly to all work hereunder. 1 . SCOPE Furnish and install toilet partitions as shown on drawings and/or as specified 'herein including: a. Partitions and screens. b. Hardware. WORK NOT INCLUD;D UNDER THIS SECTION: a. Structural supporting members in wall or ceiling. b. Accessories. 2. GENERAL REQUIREMENTS a. Manufacturers names used herein are for reference only and do not preclude the use of materials of other manufacturers meeting the . requirements of these specifications. b. Provide a certificate of conformance with these specifications for all materials delivered to the job. c. Toilet Partitions shall be products of one of the following manu- facturers: Bobrick, Weis, Pricemetai , Mid-South, or approved alternate. 3. PLASTIC FACED PARTITIONS: Shall be overhead-braced systems with uniform flush front appearance. a. Doors, stiles, wall posts, panels: High pressure laminated plastic bonded to both sides of a core of 3 ply resin impregnated water resistant particle board to form a finished panel thickness of 1". b. Stiles shall have an 11 gauge steel core with a levelling device arc . welded to core and concealed with a one-piece, 4" high type 304 stainless steel satin finish shoe. c. Surface Finish: Seamless high pressure laminate plastic, .062" thick • conforming to NEMA Standards, LD-1-1464, color, pattern, and texture l0A 1 0T2 09354 • as selected by Architect from full line of samples submitted by manufacturer. Panel edges self-edged with laminated plastic. Bonding of adhesives as approved by plastic manufacturer. d. Hardware and Fittings: Type 304 stainless steel . Provide factory installed threaded steel inserts in panels for mounting door hardware. No hardware shall be exposed on exterior of toilet compartments except flush recessed type pulls as required for out- opening doors on handicapped stalls . e. Headrails and headrail returns: satin finished anodized aluminum. 1 OA- 2 oT-Z _ SECTION 103 • TOILET ACCESSORIES -Thz' requirements of Division 1 apply directly to all work hereunder. 1 SCOPE Furnish and install all Metal Toilet and Bath Accessories complete as shown on drawings and/or specified herein, including, but not limited to: a. Standard flush and recessed accessories b. Security type accessories. WORK NOT INCLUDED UNDER THIS SECTION a. Mirrors are specified under Glass and Glazing, Section 8. 2. GENERAL a. Accessories shall be of approved design and delivered to the site ready for installation. b. Mount surface-mounted accessories on concealed backplates, except where specified otherwise. Provide accessories without backplated with concealed fasteners. 3. MATERIALS a. Stainless steel : Alloy type 302, 304, or 304L conforming to ASTM specification A167, with No. 4 satin finish. All accessories in each room to be of same alloy and finish. b. Surfaces of fastening devices exposed after installation shall have the same finish as the attached accessory. 4. LOCKS a. Key locks: Shall be alike for each type of accessory; 2 keys or each Tock or each group of accessories keyed alike. b. Locks shall be the Manufacturer's standard locks of the type specified hereinafter. 106 r_, S Y. of _4 ��I15 6 5. FABRICATION a. Fabricate accessories in accordance with good commercial practice, with welds ground smooth. b. Perform bending, flanging, drawing, forming, and similar operations in a manner to insure that there are no ruptures, cracks, wrinkles, sharp exposed edges, or other defects. c. Design flanges of recessed accessories to return to wail to provide a continuous, tight-against-the-wall installation. d. Door shall be warp free. 6. INSTALLATION a. Exposed screw heads shall be oval vandalproof type. Furnish two screwdriver type wrenches for each size screw. b. Install accessories at height indicated. c. Protect exposed surfaces of accessories with strippable plastic or by other approved means until the installation is accepted. d. Coordinate the Accessory Manufacturer's mounting details • with other trades as their work progresses. e. Recessed accessories: Facten to studs or blocking with bolts in metal frame construction, and to a rough frame, blocking, or anchors set in mortar in masonry construction. 7. SUBMITTALS a. Drawings: Submit Manufacturers Catalog cuts and Drawings of each item for Architect's approval prior to fabrication and del i very. b. Samples: Submit one sample of each type of accessory requested by the Architect for further approval , prior to fabrication and delivery to the site. Samples shall be complete with appurtenances and shall be furnished as specified. Approved samples may be installed in the work, provided each sample is clearly identified and its location recorded. Accessories provided shall be of the same design, construction, and finish as the approved samples. 108 2o74 8. ACCESSORIES • a. Toilet-paper holders (surface-mounted) : Acorn Engineering Co. Series 1792-11 , i4 ga. stainless steel anchored with 4 Vandal- proof mounting screws , at each water closet. b. Toilet seat-cover dispenser: "Protecto" surface mounted, chrome plated, at each water closet. c. Soao dispenser: 1 . Wall mount: American Dispenser Co. , No. 11 "Liquid-Urn" . d. Combination oaper towel dispenser/disposal units: Recessed type, to fit wail opening of the size indicated. Fabricate cabinets of stainless steel not lighter than 22 gauge; doors not lighter that 18 gauge with single pan construction of 22 gauge with double pan construction. Equip doors with stainless steel piano hinges and tumbler locks. Flange of cabinets shall be one piece construction with no mitered or welded corners. Capacity of units shall be not less than 400 C-fold or 500-multifold paper towels. Equip units with a removable stainless steel waste container: capacity not less than 1 .3 cu. ft. Surfaces exposed to view after units are • installed shall have a No. 4 satin finish. e. Sanitary Napkin Disposal : Provide a disposal at each water closet in Rooms 6, 15 as follows: 1 . Double-access type for mounting in a toilet partition cut out, adjustable to fit partition thicknesses from one inch (1") to 1-1114" ; projection into toilet compartments not to exceed 2 inches. Fabricate units of stainless steel not lighter than 22 gauge. Flanges shall be one-piece construction with no mitered or welded corners. A self closing flap door with a full length piano hinge shall be provided on on each side of disposal units, and waste receptacle shall be removable from one side. Surfaces that will be exposed to view after the units are installed shall _ . . have a satin finish. Anchor with minimum of four (4) vandal proof screws. 10B 3 of 4 X94158 2. Surface-mounted, closed containers with fixed or folding • utility shelf, fabricated of stainless steel not lighter than 24 gauge, containers approximately 9" wide by 11 " high by 4" deep. Top and bottom of container shall be hinged; bottom shall provide access for removal of contents. Provide a deodorant compartment on inside of units and furnish waterproof liners of the manufacturer's standard type. Surfaces exposed after the units are installed shall have a satin finish. Anchor with minimum of four(4) vandal proof screws. 108 4 oT_4 (1�)?5 SECTION IOC FIREEFIGHTING DEVICES The requirements of Division 1 apply directly to all work hereunder. 1. SCOPE Furnish and install all firefighting devices, as shown on drawings and/or as specified herein, including, but not limited to: a. Fire extinguishers. b. Fire extinguisher cabinets. 2. MATERIALS a. Fire Extinguishers: Dry chemical units with a Underviriters Lab- oritories rating of 2A-10 ASC. b. Cabinet: Standard Fire Hose Co. No. 101 TR-SS Style I ; Patter-Roemer Inc. No. 2607 SS Door Style S. . Recessed cabinet tub of 18 gauge steel 12-1/2" wide x 27-1/2" high x 9-3/4" deep, with white baked enamel finish, 16 gauge trimless stainless steel door with full length satin stainless steel piano hinge, flush ring pull , 5-tumbler cylinder lock, unit complete with flush mounting accessories. Paint letters "Fire Extinguisher" in red paint; letters 1" high on front of door, or provide Fire Marshall approved Standard Label . 3. INSTALLATION a. Install extinguisher in matching cabinets in accordance with manu- facturer's printed instructions. 4. KEYING a. Furnish Cylinder Locks on all cabinet doors , to be keyed alike to match keying of Access Doors furnished under Section 8D. Furnish Owner with minimum of 3 keys for each cabinet, upon completion of the work. 5. CERTIFICATION a. Extinguishers shall be fully charged and have a current approved tag attached, dated no more than 30 days prior to final acceptance i of the building by the Owner. b. Provide label certifying approval of Fire Marshall . loC 00:160 1 of 1 C► SECTION 10D • OPERABLE WALL The requirements of Division 1 apply directly to all work hereunder. 1 . SCOPE Furnish and install operable wall as shown on drawings and/or as specified herein, including, but not limited to: a. Track and enclosure. b. Perimeter trim and sound seals. c. Operating hardware, templates. d. Panels and finishing materials. e. Instructional surfaces. - f. Shop drawings. g. Samples. • WORK NOT INCLUDED UNDER THIS SECTION ^ a. Supporting structure and hanger rods. b. Finish painting. 2. GENERAL REQUIREMENTS a. Experience: Manufacturers of products which comply with these specifications must have a minimum of five years of current experience in the production of flat panel Folding Walls of this type. b. Installation: 1 . Install walls in a neat and workmanlike manner with all adjoining panels functioning in true and plumb alignment to form an effective operating sound barrier. 2. Install under the supervision of a factory trained mechanic in strict accordance with the manufacturer's printed installation man ua 1 . 10D 1 of 4 09161 c. Sound Control : 1 . Furnish to the Architect a certificate from an independent testing laboratory that the completed assembly meets the require- ments of a sound transmission class rating of 41 db based on full scale laboratory test identified with ASTM E90-61T, conducted at a recognized acoustical laboratory. 2. Manual extension of the partition shall accomplish perimeter sealing without the use of supplemental levers, switches , or pumps. d. Folding wall oaeration: 1. Walls shall be top supported, manually operated, segmented in pairs as shown on drawings. 2. Wall panels shall be center stacked in relation to track centerline. 3. SUBMITTALS: A. Submit shop drawings of hanger rod layout, folding wall plans and elevations, indicating complete information of materials, details, and construction, for approval prior to any fabrication. b. Submit samples of the following: 1. A minimum 12" x 18" cut-away panel sample of wall to be furnished. 2. Full size track and trolley assembly. Show trolley attachment 0 to panel with reinforcement. 3. Panel finish materials and finish hardware. 4. Chalkboard, tackboard, and trim. 4. CONSTRUCTION a. Panels: 3" thick, stressed skin wood construciton pressure laminated with thermo-settomg adhesive to fir frame. Adhesive to comply with federal specification CG496 for Type H . Frame perimeter members. consist cf 2 kiln dried 1-1/2" x 2-1/2" sections anchored together to ensure dimensional stability. Frame members NLW,A construction or better grade. b. Core: 2 sheets 20 gauge steel sound barriers encasing a glass fiber sound attenuating material of 2-1/2 lbs. per cu. ft. density. c. Perimeter anodized aluminum alloy extrusions. The aluminum extrusions on all edges shall overlap face material by 5/16". 0 IOD 2 of 4 •. d. Panel Weight: Not over 5.6 lbs. per sq. ft. , excluding chalkboard, • and tackboard. Top quide track and bracket weight not over 15 lbs. per lineal ft. e. Toptrack: 11 ga. steel , outside cross-sectional dimensions of 2-3/4 ' wide and 3-1/2" high. f. Trolleys_: 3" diameter steel wheels 5/16" thick equiped with Fall bearings. Trolley pendant bolt 5/8" minimum. g. Track brackets: 3/16" by 3" M1020 steel spaced 30" on center except at stacking area with spacing of 12" on center. h. Hin9e_s: 4-1/2" x 4" x 0.125" complying with government specification T-2015. Furnish 2 pair of hinges per hinged intersection. i . Floor track: Minimum 16 gauge type 304 stainless steel with 0,000 psi yield and Rockwell "8" hardness of 85, with rectangular slot to permit easy cleaning. Track to be recessed as detailed. No shims will be used. J. Attach the trolley assemblies to the panel utilizing steel reinforcing plates internally mounted both above and below the panel top frame. The only top tracks allowed shall be those which occur on a line between the hinge and meeting jambs. No curves, switches, or any other device shall be required. Form top track of 11 ga. steel min. as shown. k. - Perimeter sound seals: 1 . Double perimeter sound seals and panel intersection seals: flexible polyvinylchloride with a durometer hardness of 70-80, a tensile strength of 1 ,000 psi (minimum) and 150% minimum elongation. 2. Use of hydraulic, pneumatic, or mechanically activated seals will not be permitted. 5. FINISHES a. Exposed hardware: U.S. 26D. b. Track and all other ferrous metal parts: One coat rust inhibitive Trimer factory applied—Gy' wall manufacturer. c. Aluminum: 6063-T5 alloy having Aluminum Association finish AA-C21-A31 . 10 3 of 4 099163 d. All panels are to receive full height flush mounted tackboard, vinyl covered, with all edges concealed, except ~mere chalkboard is • shown. 1 . Furnish chalkboards and tackboards on the folding walls con- forming to the requirements of the Chalkboard and Tackboard Section of the specifications and matching in color and texture. 2. Install in the factory with anodized aluminum perimeter trim and �,ith mitered corners and concealed fastenings. 3. Chalkpockets shall be included as shown on the drawings and are to be flush mounted sand cast aluminum with a brushed finish. :. GUAr^.A"lTFc a. Furnish a guarantee of the complete installation against defects in workmanship and material for a period of one year. 1. .._ .. ... ... _ .. ... r_. 10 4of4 DIVISION 11 - EQUIPMENT • SECTION 11A FOOD SERVICE EQUIPMENT 1. GENERAL REQUIREMENTS A. All the provisions of the General Conditions, Supplementary General Conditions and Special Conditions of Division 1 - General Require- ments , and any applicable provisions elsewhere in the contract documents shall apply to the work of this section as fully as if repeated here. 2. SCOPE A. Provide all labor, equipment tests, services, and incidentals necessary to supply and install the Food Service Equipment as shown on the detail drawings and as herein specified. All equipment herein specified shall be furnished complete, with piping, valves, fittings, and accessories that are an integral part of such equipment, except as otherwise specified, ready for connection to the service lines necessary to complete the installation. B. Related work in other sections: 1. Connections to all equipment and fittings and all roughing-in, sleeves, valves, traps, etc. , for all necessary plumbing, heating, ventilating and electrical services. 2. The furnishing and installing of any flue pipes or any ductwork above the finished ceiling. Food Service Contractor shall coordinate connections in this ductwork with the Mechanical Section of these documents. 3. The furnishing and installing of any exhaust fans, blowers, motors, or switches serving exhaust hoods, unless otherwise specified, or any room ventilators or fans. 4. General construction supporting work under this section, including concealed blocking and backing plates where shown. 5. The furnishing structural enclosures, floor or wall openings, field painting, and concealed blocking and backing plates where shown for Food Service Equipment. • SECTION 11 A Page 1 of 25 09365 3. STANDARDS OF MANUFACTURE A. Food service units , tables , sinks, counter-tops , etc. , specified • other than by name and catalog numbers , shall be manufactured by a kitchen equipment fabricator of at least five (5) years experience in this :ype of ~York, who has the plant, personnel and engineering facilities to properly design, detail , and manufacture high-quality kitchen equipment. The fabricator shall be subject to the review of the Consultant. B. All fabricated equipment is to be constructed in strict compliance with the standards of the national Sanitation Foundation and in full compliance with the Public Health Regulations of the City of Martine-, State of California and other local governing codes and ordinances. C. The manufa:.turer's published specifications for the prefabricated or "Buy-Out" products described by name and model number are, by reference, made a part of design, construction, materials , and type o; installation o; such products. Should a specified manufacturer upgrade a specified product during the course of construction of the project, the Contractor shall supply the latest model in effect 60 days prior to the completion of the project. All prefabricated or "Buy-Out" products shall be supplied in full accordance with the governing regulations of the State of California, City of Martinez and all other local governing Codes and Ordinances. D. Elec;.rically operated or heated equipment shall bear the Seal of • Approval of the Unde m riters ' Laboratories (UL) , and shall comply ►,,ith the National Electrical Code, the American Institute of Electrical Engineers , the National Board of Fire Underwriters and all applicable local codes and ordinances. E. Steam heated equipment shall be approved by the American Society of Mechanical Engineers (ASt•1E) , and shall comply with all applicable codes and ordinances. F. Gas fired equipment shall be approved by the American Gas Association (AGA) . G. Ventilating Hoods shall comply to the requirements of the National Fire Protection Association Standard Number 96. H. Cabinet work and wood fixtures shall comply with the latest published standards (in effect 120. days prior to completion of the Project) of the Architectural bloodwork Institute. I. The following "Buy-Out" equipment shall comply with the latest editions (including ammendments) of the National Sanitation Foundation Bulletins , in effect 60 days prior to completion of the project: Walk-in and reach-in refrigerators , freezers , all range and oven equipment, dish- washing and sanitizing equipment and ventilating hoods , warming equipment, dish and related ware dispensing equipment, ice machines • and dispensers , toasters, etc. SECTION 11 A Page 2 of 25 4. SUBSTITUTIONS • A. The materials or products specified herein and indicated on the drawings by the trade name and/or manufacturer's number shall be provided as specified. Brand names where used in the specification shall be presumed to be followed by the words "or approved equal ". Approval for proposed equals will be granted under the following conditions: 1. Prior to bid opening: Bidders wishing to obtain approval on brands other than those specified by name shall submit their request, together with full descriptive and technical data, test results in detail , and samples if requested, to be received by the Architect not less than ten (10) days before the bid opening. No products, material , fixture, form, or type of construction will be considered which cannot be proved to the satisfaction of the Architect to have been used in a similar application for at least two (2) years. Approval by the Architect will be in the form of an addendum to the specifica- tions issued to all prospective bidders, indicating that the additional brand or brands are approved as equal to those specified as far as the requirements of the project are concerned. 2. All substitute brands of equipment including those listed as acceptable substitutions , and those approved during the bidding period shall be listed separately on the bid form, by name, • as a Deduct Alternate to the Base Bid price. The Base Bid price shall include prime specified manufacturers only. 3. After signing of the Contract, substitution of a brand other than that named specifically in the contract documents will be approved by the Architect if the proposed substitution is equal or superior to the brand and model named in the specifications, in construction, efficiency and utility. If the approved substitution necessitates a change in the utility rough-in and connection requirements, same shall be provided by the Contractor without additional compensation. 5. DISCREPANCIES A. In the event of discrepancies within the contract documents, the Consultant shall be so notified, in sufficient time prior to the signing of the Contract (7 days) to allow issuance of an addendum. B. In the event that time does not permit notification or clarification of discrepancies prior to the signing of the Contract, the following shall apply: The drawings and drawing schedules shall govern in matters of quantity, the specifications in matters of quality. In the event of conflict within the drawings involving quantities, or • within the specifications involving quality, the greater quantity and higher quality shall apply. Such discrepancies shall be noted and clarified in the Contractor's bid. No additional allowances will be SECTION 11 A (09367 Page 3 of 25 made because of errors, ambiguities or omissions which reasonably should have been discovered during the preparation of the bid. 6. RESPONSIBILITY A. The work under this contract shall include the responsibility for assuring that all required submittals, such as equipment data, floor pians , and shop details, conform to the intent and meaning Of the contract documents, to the actual conditions at the job site, and to all local codes and ordinances. 7. GUARANTEE-WARRANTY A. Guarantee-Warranty Food Service Equipment: All work shall be guaranteed by the Contractor against all defects for twelve (12) months from the date of substantial completion. This guarantee shall cover the replacements of every particular of such defective material , at the Contractor's expense, including transportation and labor, but it shall not cover any cost for replacement of parts or work made necessary by carelessness or misuse of equipment by others. Owner may have the defects corrected if Contractor, after notice, fails to proceed promptly to comply with terms of this guarantee, and Contractor and his surety shall be liable for all expenses incurred. B. Start-Up Service and Warranty, Condensing Units: The Food Service Equipment Contractor shall provide at his expense, the installation, start-up and service for a period of twelve (12) months from the date of substantial completion, and the replacement of all parts found defective during this period on all condensing units and other refrigeration devices including ice machines supplied and installed under this contract. In addition to this one year free service, the condensing units shall have a five (5) year warranty, signed by the Food Service Equipment Contractor, said warranty commencing at the date of completion. S. PRE-INSTALLATION SUBMITTALS A. It shall be understood that no ordering of equipment or fabrication of equipment shall take place until such time as the equipment brochures and the shop and installation drawings have been approved in writing by the Architect. Receipt of this written approval shall not relieve the Contractor from the responsibility of verifying all quantities and related dimensions , maintaining the specified quality of equipment, and verifying conditions at the job site. B. Within 45 calendar days after receipt of the contract, eight (8) brochures containing manufacturers' specification sheets , dimensioned drawings and/or pertinent data describing all items of standard manufacture shall be submitted for review and approval of the Architect. Sheets with the notation "fabricated item" and the name of the fabricated item as well as any required mechanical , plumbing or electrical require- ments shall be inserted between the manufacturer's specification sheets describing the "buy-out" equipment, thus giving a complete SECTION 11 A Page 4 of 25 brochure with all items of equipment accounted for. These brochures • shall have semi-hard covers with the name of the Contractor and project clearly identified in large readable type. Failure to provide brochures in the manner as described above will be cause for rejection of said brochures. C. Within 45 calendar days after receipt of the contract, one (1) sepia and two (2) blue line sets of complete rough-in and connection details and connection for electrical , plumbing, and ventilating services, with both vertical , (above finish floor) and horizontal dimensions, from column centerlines or exterior walls for locating said connection points, shall be submitted for the review of Architect. Included with these drawings shall be floor depression locations, clearly dimensioned and identified. All rough-ins presently sleeved shall be located, identified and dimensioned on these submittal drawings. D. Within 45 calendar days after receipt of the contract, one (1) sepia and two (2) blue line sets of shop fabrication drawings shall be submitted for the review of the Architect. Floor plans shall be drawn to a scale of not less than 1/4" = 1'-0". Additional plan views at 1/2" = 1'-0" scale, shall be supplied of complex counters, with complete dimensions. All shop practices regarding joints, gussets, bracing, tie-downs, supports, etc. , shall be clearly defined, as well as gauges and quality of ail metals, and brands and model numbers of ail miscellaneous fittings and plumbing and electrical trim. The drawings shall also show locations of blocking • (supplied under another section of work) for all wall and ceiling mounted food service equipment. 9. SHOP FABRICATION INSPECTION A. It shall be the responsibility of the Contractor to notify the Architect 15 days prior to 90% completion of the shop fabrication of food service equipment, so that an inspection of said equipment may be arranged prior to its delivery to the job site. Failure to comply with this request will result in rejection of the fabricated equipment on delivery at the job site. 10. DELIVERY AND STORAGE A. Deliver and store materials and equipment in protected areas as approved by the Architect and protect from damage of any nature. Damaged or defective materials and equipment shall be replaced at no cost to the Owner. 11. COORDINATION A. Coordinate work with mechanical , electrical , plumbing and other trades whose work is in conjunction with equipment specified herein. SECTION 11 A Page 5 of 25 09369 12. MEASUREMENTS A. Verify all dimensions shown on drawings by taking field measurements; • proper fit and attachment of all parts is required. If necessary, all equipment shall be fabricated so that it may be handled through finished door openings. 13. POSITIONING 07 EOUIPMIEi.T A. Installation, procedure, details and scheduling shall be so arranged that the work of other contractors may progress without unnecessary delay, interference or damage. The Contractor shall do all fitting, joining, fastening, scribing, caulking and adjusting necessary to install any fixed item of equipment in its designated location, as shown on the detail drawings. 14. WORiVIANSIHIP A. Commencement of work shall constitute agreement with and acceptance of all conditions as round. B. Equipment shall be installed as shown on the plans. Where abutting, curved or irregularly shaped angles or projecting corners of walls occur, equipment shall be made to conform. Where several pieces of equipment are to be assembled in a group, the group shall be complete as a whole, with all necessary filler or connecting pieces as may be • required to make a complete, sanitary, and verminproof group. Where assembled equipment may be too large to be brought into space assigned, it shall be assembled in the building. C. Welded parts shall be non-porous and free of imperfection. Welds of galvanized metal on dish tables and sinks shall be ground smooth, sand blasted and sprayed with molten zinc at 12000 F. to a thickness of .004. Tinning of welds will not be acceptable. Welds of stainless steel shall be ground and polished to the original finish. D. All fixtures, unless made of stainless steel , shall be finished in sprayed "Hammertone" lacquer in color as selected by the Architect, or, if specifically stated, in baked enamel or "Plastic Laminate", in pattern and/or color as selected by the Architect. 15. MATERIALS A. Metal for construction purposes, where entirely concealed, shall be steel or ti;,rought iron sections galvanized by the hot-dip process after fabrication. Bolts, screws, rivets, and similar attachments to this galvanized work shall be calvanized or brass. Exposed screw and rivet work shall be finished to match adjacent surfaces, flush, and buffed smooth. Gauges shall be U. S. Standard Gauge. Lines and arrises in the case of extruded work shall be rolled and polished. Finished work shall be free of tool or construction marks, dents, or • other imperfections, and at the completion of the work all metal shall SECTION 11 A Page 9 25 �5��1,�0 be gone over with a portable machine and buffed and dressed to perfect • surfaces. Certain horizontal or vertical corners shall be "high- lighted" as noted on the drawings. B. Stainless steel shall be corrosion-resistant, non-magnetic, No. 18-8, Type 302 series with a finish equal to #4 "Mill Finish" of 180 grit on exposed work. It shall be as manufactured by Allegheny Ludlum Steel Corp. , American Rolling Mills, or U. S. Steel Corp. , with a tolerance of .05 percent plus or minus in gauge thickness. Welding shall be of the electric arc type which shall be ground smooth and polished to match the #4 grind, free of fractures and air spots. Raw edges shall be ground smooth. Under no circumstances will soldering of required field joints be permitted. C. Wood for cutting boards shall be kiln dried White Maple, laminated, and reinforced with concealed 3/8" bolts. Bolt heads shall be counter-sunk and covered with flush wood rosettes. D. Wood Backing for plastic laminate panels in cafeteria areas shall be 3/4" 7 ply hardwood faced plywood. All joints of the plywood construction shall be housed, or rabbeted, glued, and nailed. Panel shall be backed with similar material to equalize stresses. E. Plastic laminate veneers shall be high pressure, thermoset, laminated plastic surfacing material equal to the standards set by the National • Electric Manufacturers Association. Plastic veneers shall be 1/16" thick, with a plastic backing sheet .020" thick and shall be bonded to the specified surface with a modified urea formaldehyde type adhesive. lo. MECHANICAL AND ELECTRICAL REQUIREMENTS FOR FOOD SERVICE EQUIPMENT A. Motors up to and including 1/2 HP are to be wired for 120 volts, single phase, motors of over 1/2 HP are to be wired as indicated. B. Heating elements having a connected load of up to and including 1,000 watts are to be wired for 120 volts, single phase. Heating elements within one fixture totaling more than 1,000 watts are to be wired for 208 volts, single phase. Fixtures having a multiple number of heating elements, such as a range, etc. , can be wired for three phase with the load balanced as equally as possible within the fixtures. C. Suitable switches and controls and/or starters shall be supplied on each motor-driven appliance or electrically heated unit, of proper type in accordance with the Underwriters' Code. All controls mounted on vertical surfaces of fixtures shall be set into recessed die-stamped stainless steel cups or otherwise indented to prevent damage. All snitches and control equipment shall be mounted in • accordance with the governing codes of the State of California. SECTION 11 A 9li�r)►�� Page 7 of 25 D. All cabinet type fabricated fixtures, other than sink and drainbaard assemblies containing items requiring water or drain lines, shall be completely preplumbed to point of water stub-up, or drainage outlet or connection. All piping, tubing, valves, and fittings for this preplumbing shall be supplied and installed as a part of the work of this section up to the actual point of utility connection. Connections W utilities and the necessary couplings or other components required X or said connections are not a part of this section. All plumbing work shall be supplied and installed in complete accordance with applicable codes. 17.. SHOP FABRICATED EQUIPML_-NT CONSTRUCTION A. Pipe Stands and frames: Pipe stands for open base tables or dish tables, shall be constructed of stainless steel seamless tubing, with stringer and cress braces of the same material . Joints between legs and cross braces shall be welded and ground smooth. Flattened ends on tube stretchers will not be permitted. B. Table Tops : Table tops shall be of 14 gauge stainless steel unless otherwise noted, with all shop seams and corners welded, ground smooth, and polished. Working tops of closed base fixtures shall be rein- forced on the underside with a framework of 1-1/2" angles or 16 gauge hat sections and on open pipe stand frames with a 4" channel at each pair of legs. The leg sockets shall be welded to this channel , the channel in turn stud welded to the top. One channel runner, i running lengthwise, shall be provided on all tops up to 30" wide. Two (2) runners shall be provided on all tops over 30" wide. Tops shall be reinforced so that there will not be any noticeable deflection, and reinforcements shall be stud welded to the underside of the top. Unless otherwise shown on the detail drawings, metal tops shall be turned down 2" ("high-lighted" at the turn) and back at a 150 anale, with a 1/8" turn under, except where adjacent to ►calls or other pieces of equipment. The wall side shall be turned up 10" and back 2" at a 150 angle unless otherwise specified. Ends of this splash are to be closed, and space between wall and splashback at junction with top shall be closed with a verminproof angle. Refer to drawings for details. Free corners of tops shall be spherical . All tops shall have 1/8" of sound-deadening material applied with spray gun to the under side. C. Enclosed Bases: Enclosed bases or cabinet bodies shall be of the material and gauge hereinafter specified. They shall be enclosed on the ends and sides as required. The bases shall be reinforced at the top with a framework of 1-1;'2" x 1-1/2" x 1;'S" galvanized angles, with all corners of said framework mitered and welded. Bottom shall be provided to reinforce shelves and support tops. All free corners of enclosed bases or cabinet bodies and all corners against walls and other fixtures shall be square. In the case of fixtures fitting against or between walls, the bodies shall be se_ in 1" from the wall Tine, but the tops shall be extend-d back to the sill line to permit adjustment to wall irregularities. A flush fitting vertical trim strip of the same material as the body shall be provided at each end of the body and shall extend 1" to the wall line. These fixtures SECTION 11 A 00312 Page 8 of 25 shall be constructed to set on channel bases or legs as specified • below, and shall be set in mastic in a verminproof manner if mounted on a base. D. Shelves, mullions and aprons shall be fabricated flush with cabinet body, welded, ground, and polished. Butt joints shall not be acceptable. E. Drawers: Unless otherwise specified, drawers shall be die-stamped out of one piece of 18 gauge stainless steel approximately 15" x 20" x 5" deep, set loosely in a channel frame so it can be easily lifted out for cleaning. Top edges of drawer shall be rounded on I" radius and interior vertical corners on a 2" radius. The supporting frame shall be of welded stainless steel channel . Drawer face shall be welded to this frame so that there will be no exposed screws or rivets on the face. This face shall be of 16 gauge stainless steel. It shall be double pan construction with a formed pull as detailed on the contract drawings. Stainless steel drawer slides shall be mounted on the channel frame and shall be fitted with ball bearing nylon rollers. Slides and frame shall be designed to allow full opening of the drawer, and be reinforced so that they will support a weight of 150 lbs. when fully extended. Drawers under open base tables shall be enclosed in an 18 gauge stainless steel housing to make them verminproof. Drawer slides shall extend far enough into the open position to permit vertical removal of drawer liners • without releasing stops. F. Doors: Unless otherwise specified, all doors in base cabinets shall be double pan construction, insulated, for both hinged and sliding types, of material as noted on the drawings. Doors on wall mounted shop fabricated cabinets shall be of similar construction. G. Shelving: 1. Interior shelves shall be solid, ncn-removable stainless steel shelves, with ends and backs provided with a 1-1/2" high turnup against the body of the fixture and welded to same. Front edge is to be turned down 1-1/2" and under 1/2", and at bottom shelf, beyond the edge of the base to prevent sagging and vermin collection. 2. Undershelves on open base tables unless otherwise detailed, shall be constructed of 16 gauge stainless steel franged 900 down 1-1/2". The corners shall be welded to the legs. Undershelf shall be 10" from the floor. Back shall be turned up 3". 3. Elevated shelves shall have edges turned down 1-1/2" in a square edge, and back 1/8" , except where shelves are adjacent to walls or other fixtures, where they shall be turned up 2". Corners shall be spherical . Shelves shall be held out from wall at back and ends, I". SECTION 11 A Page 9 of 25 H. Sinks and Drainboards: All sinks and drainboards shall be constructed of 14 gauge stainless steel . . The working edges of .the sink shall be provided with 5/8" radius sanitary rolled edges in one piece with rounded corners. The drainboards shall be made as an integral part of the sinks; all vertical and horizontal corners shall be rounded with 5/8" radius and the working front edges shall be maintained at one level , taking up the pitch of the drainboards by dropping the sink bowl to allow for same. Depth of sink bowl shall be determined from the top of bowl . The sinks shall be provided with a backsplash and end splash, witL. h top edge flanged back 2" at 300 angle, and attached to the building wall as shown on the detail drawings. Splashback of sinks and adjacent drainboards within the same fixtures shall be all grained in the same direction. Suitable openings shall be cut for hot and cold water supplies and waste outlets. All surface plumbing trim as called for on the drawings and herein shall be provided in this section. Sink bowls shall be made individually having four sides and bottom, shall be welded together and shall be capped on the front, the bottom, and completely up the back, making this verminproof by welding a 14 gauge by 2" wide flush stainless steel trim band around the joint. All corners, including the bottom, shall be rounded. Sink bowls shall be provided with an overflow connection placed at the back of and 2" below the top line of the bowl . Bottom of each sink bowl with center drain connection, shall be fitted with a 2" lever type action waste valve with a satin finish, stainless steel lever, unless otherwise specified. This waste valve shall be constructed of cast brass and furnished with a chrome-plated removable perforated and reversible "Beehive" • strainer. Waste valve shall be mounted into sink in an approved manner, made absolutely watertight, and the bottom shall be left with 2" male thread. All welding shall be ground smooth, and sink scored to the center of the drain. Sink bowls and drainboards shall have 1/8" of sound deadening material underneath, spray applied. 18. PLUMBING TRIM, SINKS A. All vegetable and pot-washing sinks, or other 14" deep sinks with center drains shall have Klein Hardware Co. 4i4161-CPS quick opening drain with strainer basket and connected overflow, or equal . Fisher ;5412 wall mounted faucet shall be mounted over each partition as shown on the drawings. B. All cooks ' sinks, pantry sinks or other 10" deep sinks shall have Klein Hardware Co. =4690-B basket drain with one piece connected overflow and 4" tailpiece. Fisher Pio. 3510 faucet shall be mounted as shown on the drawings. 19. HARDWARE A. Elevated Shelf brackets shall be as detailed on the contract drawings. B. Drawer handles shall be formed as detailed on the contract drawings. • C. Hinges for all metal doors shall be Klein Hardware Co. #7870 series, five knuckle type, finished in satin chrome. ` SECTION 11 A n€)?!r4 Page.10 of 25 D. Concealed hinges for all plastic laminate finished wood doors shall be Kason No. 1517, or equal. E. Magnetic latches for plastic laminate finished wood doors shall be Klein Hardware Co. #240 with spring release, or equal . F. Sliding door hardware shall be Washington Division, Ekco Building Products, Axyl Bearing "Dial-Rite" series with nylon wheeled hangers. G. Tubular table legs shall have Haralson Metals #300 sanitary stainless steel bullet feet, and .#101 circular gussets. 20. TOE SPACE A. All equipment set on metal or wood bases shall be constructed to overhang the base to provide a toe space. Metal framework and/or housing shall be turned under a sufficient distance to overlap base. Base shall be set in mastic "Permagum", or "Vulcatex", or equal , to eliminate opening between base and unevenness of building floor. If unevenness exceeds 1/8" , base shall be shimmed and a continuous stainless steel scribe strip shall be applied to conceal gap. 21. VENTILATING HOODS FOR COOKING EQUIPMENT A. Ventilating hoods are specified as Ventwell Industries. Ventilators • shall be installed under the immediate supervision of a direct factory engineer of the ventilator manufacturer. The ventilator manufacturer shall supply a complete shop drawing of the ventilators, showing locations of and duct sizes, CFM required, etc. , before construction of the ventilator and duct work commences. If the Food Service Equipment Contractor elects to submit, receives a written response from the Consultant accepting this change, and uses another brand of ventilator, all expenses incurred in changes or additions to the Food Service Equipment work as well as other phases of the work, shall be considered as part of the base bid with no additional compensation permitted. No alternate ventilators will be considered that are not a standard catalog item of the alternate proposed manufacturer for a period of at least two (2) years. It shall also be the responsibility of the Food Service Equipment Contractor to supply hoods as specified hereinafter with a UL dry chemical fire protection system as described under Item No. 65. 22. POST INSTALLATION PROCEDURES A. Printed Instructions: Thirty days (30) prior to completion of the project the Contractor shall furnish two (2) sets of dimensional prints and data sheets, spare parts lists and operating instructions, for each piece of mechanical equipment; each set shall be neatly bound in a plastic covered loose leaf binder with reinforcements • at the binding holes on each sheet. Each set shall be complete with an index of equipment and with a complete list of service agencies, including phone numbers of said service agencies. SECTION 11 A 09375 Page 11 of 25 B. Clean-up: Upon completion of work remove all excess material , crates, • equipment and debris, dispose of same away from the premises. C. Equipment Cleaning: Prior to being offered for final acceptance, all equipment shall be thoroughly cleaned. This shall include removal of all stains , paint spots, protective wrappings and coatings , tapes , grease, oil , plaster, dust and polishing compounds, etc. D. Equipment Testing: After installation and no later than one week prior to offering for final acceptance, all equipment shall be tested under operating conditions. If inspection or testing indicate defects, such defects shall be corrected and the inspection and test repeated to insure a perfect operation of all equipment. This work to be completed prior to offering the entire kitchen for final acceptance. This Contractor shall also offer for approval of the Architect a report indicating each piece of equipment so tested and the corrections taken, if any were required. E. Instructions to Employees: This Contractor shall arrange demonstra- tions of the operation and maintenance of all "buy-out" equipment by competent instructors. These demonstrations 'Co take place within seven (7) days prior to acceptance of the kitchen. Should an additional demonstration be required on any item or items of equipment, same shall be available to the Owner for a period of 14 Gays after final acceptance, without cost to the Owner. All i instruction periods shall be scheduled with the Owner 14 days prior to commencement of same and at times convenient to the Owner's personnel . Should the Contractor fail to schedule these demonstrations as outlined herein, the Architect and his consultants will do so, but the Contractor will be charged for their time required to accomplish same. 23. SERVICE AGE14CIES A. Selected bidder shall , within 60 days prior to the completion of work, submit for the approval of the Architect and the Owner, a list of factory-authorized service agencies which have been assigned the warranty service for all specified food service equipment with gas, electrical or other mechanical services. Said agencies shall be located within a radius of 30 miles from the site of the project. Contractor shall submit copies of letters of authorization to these agencies for review of the Architect and submittal to Owner for his files. 24. EMERGENCY SERVICE A. The Contractor shall maintain in the immediate vicinity, a qualified source which shall be available to the Owner on a 24 hour emergency basis for a period of 90 days following the acceptance of the installa- tion. This service shall be available without cost to the Owner, unless such service is required because of misuse, etc. , as described under "Guarantee-Warranty" equipment. This emergency service shall have on their premises or their service trucks, all small components SECTION 11 A Page 12 of 25 for the installed equipment whose failure would cause a disruption . of the food service, such as valves, thermostats, etc. 25. INSTRUCTIONS FOR ITEMIZED 8I0 (IF REQUESTED) AFTER BID OPENING A. Within 10 days after the bid opening, if requested, the low food service equipment bidder shall supply a list of all equipment identified by name and number as noted on the equipment list on FS-1, with a price noted after each item,the total of these prices to equal the Food Service Equipment Bid. B. The Owner will reserve the right to omit certain items from the Contract or add to the total of individual items based on these quoted prices, this Contract adjustment to take place within 30 days after the award of Contract. C. All equipment in the Base Contract will be awarded as a single contract only. 26. STATEMENT OF INSTALLATION A. Upon completion of the work, submit written statement that work was done as specified, is proper and adequate for the intended use and conforms to minimum requirements of all governing agencies having jurisdiction and to National Sanitation Foundation standards. Statement to be signed by installer and by manufacturer as applicable. • 27. FOOD SERVICE EQUIPMENT LIST AND DESCRIPTION A. Definitions : 1. "Fabricated Equipment" : Wherever the term "fabricated assembly" or "fabricated item" is used within the list noted below and description of Food Service Equipment, it shall be presumed to be followed by the phrase, "constructed to the configuration, dimension, detail and design as shown on the detail drawings and with workmanship and materials as specified above." 2. "N.I.C.": Wherever the abbreviation "N. I.C." is used, it shall mean that the item is not a part of this contract. SECTION 11 A r Page 13 of 25 _ t -' ITEM 1. 014E EACH REQ'D. , THREE COMPARTMZNT WALK-IN REFRIGERATOR & FREEZER ASSEMBLY . Assembly shall consist of two (2) refrigerator compartments with clear interior dimensions of 7'-4" wide x 14'-9" long x 7'-10" high (finished floor to finished ceiling) : One (1) freezer compartment with clear interior dimensions of 7'-4" wide x 14'-9" long x 7'-10" high (finished floor to finished ceiling); assembled to form the configuration as shown on Sheet FS-1 of the Contract Drawings. Assembly shall be NSF approved. a. Panel construction shall consist of exterior and interior die formed metal pans formed to insure proper size. Insulation must be "foamed-in-place" or laminated rigid, fire retardant, urethane to bind to exterior and interior die formed properly prepared pans. No wood structural members will be acceptable. Section edges must have line-up pins (or similar method) and a double row of closed cell gasket to insure panel alignment and proper seal at each joint. Ninety degree angle sections must be provided to insure proper alignment and strength. The minimum width of each leg will not be less than 11-1/2" , including tee panels at partitions. Floor sections shall be similar construction to other panels but shall be made to withstand floor loads of up to 35 lbs. per square foot and shall be supplied as shown on the contract drawings. b. Insulation: 4" of "foamed-in-place" or laminated urethane • insulation shall be used with a thermal conductivity of not more than 9.14 BTU per hour per square foot. U factor (Coefficient of heat transfer) shall not exceed .035. The insulation should be rated as self-extinguishing and fire retardant type as specified by Underwriters ' Laboratories Inc. Insulation must remain stable at temperatures up to 2600 F. c. Section fasteners: All wall section, floor section and ceiling section joints shall be fastened together with steel cam action speed locks. These fasteners shall not exceed a 46" on center spacing. Each device shall consist of a precisely located cam lock and a steel encased steel pin. The lock must have alignment pins which fit into the pin assembly to insure ease of installation and proper panel alignment. All locks shall be actuated from inside of the walk-in with a standard hex type ailen wrench. A wrench will be furnished with each walk-in delivered. All socket ports are to be finished off with 1/2" chrome-plated snap covers. d. Hinged walk-in doors, one per compartment required: Doors shall be urethane insulated, flush-in fitting type, 34" wide x 78 " high with a 15" x 20" double pane plate glass window mounted up 4'-6" per each door and cylinder locks. e. Anti-sweat heaters for hinged refrigerator and freezer walk-in doors:• Heater system shall be approved by UL and carry their label of approval . Heater wire shall be placed in a metal runway and covered with a 16 gauge stainless steel cover. The perimeter of the door and the jamb of each freezer door opening shall contain SECTION 11 A 093`�� Page 14 of 25 heater wire. The wire shall be easily replaceable. Temperature of heater system shall be controlled with a thermostat mounted on the face of door section. f. Floor: Floor panels shall be furnished and installed in freezer and refrigerators as shown on the contract drawings. g. Gasket for hinges, walk-in doors: A thermoplastic bulb type gasket, easily removable, shall be mounted on top and two sides of doors with a positive type latch. The bottom edge of each door shall be a double bladed adjustable neoprene wiper gasket. Doors shall have a handle type latch and a thermoplastic gasket with a magnetic steel core to insure a positive air tight seal . All gaskets to be resistant to fats, water, oil and sunlight and shall be easily replaceable. h. Lighting: Each walk-in door section shall be equipped with flush mounted pilot light and switch on exterior and interior with inlet box provided for 115 volt, 60 cycle, single phase A. C. Service. Each compartment shall be provided with vaporproof light fixtures as shown on the contract drawings, ceiling mounted in locations shown on contract drawings. All conduit shall be run in panels from switches to ceiling, UL approved. Penetrations shall be caulked in a watertight manner and capped with stainless steel escutcheon plates. Exterior mounted junction boxes, conduit, interwiring of components, including anti-sweat heaters, ito central junction boxes, two per compartment, including anti- sweat heaters, to central junction boxes, two per compartment, (ready for final connections by Electrical Contractor) shall be a part of the work of this Section. i. Finishes: (1). Wall panels/doors and ceiling panels , interior and exterior of the walk-. . in shall be " patterned aluminum sheet. Unexposed exterior to be20G/I. (2). Floor: The floor shall be 14 gauge galvanized steel . j. Accessories: (1). Door Hinges: Each door shall have two each side mount chrome-plated cam-lift self-closing hinges. Door shall remain open past 900. (2). Door Pull : Each door shall have a chromeplated handle; deadbolt, mortise lock (keyed differently and masterkeyed to building system) and an insi: e safety release. (3). Door Closer: L.C.N. Model No. 4116. SECTION 11 A Page 15 of 25x}90179 (4).. Trim Moulding: Wherever this assembly abuts the building walls, it shall be trimmed with a closure strip which • matches the exterior walk-in wall finish. (5). Drop Panels: The space between the top of the walk-in to the finished ceiling shall be finished with removable drop panels which match the exterior walk-in wall finish. (6). Unit Evaporator Supports: A 4" x 4" aluminum plate with a Tinnerman nut retainer shall support a 1/2" 0 threaded nylon rod approximately 8" long which extends through a roof panel A. (penetration sealed with mastic) to the unit evaporator. ..�r.i '(7). Dial Thermometers: Each compartment shall be provided with a flush mounted 4" 0 dial thermometer mounted on the latch side of the entrance door up 4'-6" with a black "Bakelight ' label under each identifying the freezer or refrigerator and their temperatures. r 2­ k. Alarm Systems: Assembly shall be furnished with a high temperature alarm system; including a remote bulb thermostat located within the walk-in, adjacent to the dial thermometer, an operating pilot • light, 4" alarm gong and silencer relay. 1 . Pressure Relief Port: Assembly shall be furnished with a heated relief port in the freezer compartment. m. General : (1). All vertical and horizontal corners of interior walls and ceiling shall be coved, 1/4" radius minimum. (2). Erection of this assembly shall be by a California State licensed C-38 Refrigeration Contractor of not less than five (5) years experience with this type of assembly, authorized by the manufacturer of the walk-in assembly for the work. Said Refrigeration Contractor shall be subject to the review and acceptance of the Architect. After receiving acceptance, he shall supply a drawing for review, showing methods of locking panels, exact overall dimensions, utility requirements, door locations , piping and wiring diagrams. (3) . Acceptable Alternate Mfr. : Bally Case & Cooler Co. , Leer, Kalt and Vulcan Ideal . SECTION 11 A Page 16 of 25 �i � �0 ITEM 2. ONE EACH REQ'D. , WALK-IN REFRIGERATOR SHELVING ASSEMBLY, MOBILE ! Eastern Steel Rack Co. , " ero orm" 60-A4-M Series. Assembly shall consist of: Two (2) 3'-6" shelving units and six (6) 4'-0" shelving units. Assembly shall be formed as shown on Sheet FS-1 of the contract drawings with 69" high 16 gauge galvanized steel uprights. Units are four shelves high, 24" wide and constructed of 16 gauge galvanized steel . Assembly shall come with 5" diameter casters with locking wheel kit. Acceptable Alternate Mfr. : Seco, Market Forge. ITEM 3. ONE EACH REQ'D. , REMOTE REFRIGERATION SYSTEM NO. 1, 208 VOLT, THREE PHASE %-'T7 Case and Cooler Co. , pre-assembled remote system Model No. PN-100-3. Assembly shall be mounted as shown on contract drawings. a. General : Furnish and install where shown on plans, all labor, material and equipment necessary to provide individual refrigera- tion system as listed. All work is to be done in a neat workmanlike manner according to the highest industry standards and subject to the approval and complete satisfaction of the Owner. Condensing unit shall be a Baily air-cooled compressor serviceable in the field. Completely sealed unit will not be allowed. b. The system shall incorporate the following items: (1). Flexible vibration eliminator in suction line. (2). Circuit breaker, automatic starting switch, motor protectors and pressure limit switch, all enclosed with interconnecting wires, installed in a junction box ready for line connections by others. (3). Liquid line sight glass. (4). Liquid line dehydrator filter of ample capacity. (5). Suction line filter of ample capacity. (6). Thermal expansion valve for evaporator. (7) . Heat exchanger for evaporator. (8). Refrigerant lines, hard copper Type "1" with "Silfos" brazed joints. (9). Full charge of F-12 or F-502 refrigerant and oil . (10). Start-up, adjustment, and one year free warranty service. (11). Five year warranty on motor compressor. c. Where refrigerant suction line is trapped, use next size smaller pipe in vertical portion of the trap than that indicated, so as to acquire sufficient gas velocity for proper oil return. d. Where liquid and suction lines run over finished drop ceiling, provide anti-sweat pipe covering of 1/2" Armaflex or equivalent. Liquid and suction lines from refrigerator shall be installed all the way to within 6" of condensing unit. • SECTION 11 A Page 17 of 25 019381 e. Where refriaerant lines are buried in concrete floor or in masonry walls, use soft copper tubing in steel conduit, all installed with • wide radius bends so that tubing can be pulled out and replaced at any time in the event of lead. f. In walk-in refrigerator, provide 5/8" drain tubing from cooling unit to nearest indirect drain provided by others, directly adjoining refrigerator. g. Work by Others : Final wiring of connections, provided under applicable electrical sections. h. Blower coils and condensing units as shown on the detail drawings and as specified are intended as a guide only and shall be verified and installed under the supervision of a competent Refrigeration Engineer, subject to the review by the Architect. i. This entire assembly shall be installed by a California State licensed Refrigeration Contractor as a sub-contract to this section of the work. Said Refrigeration Contractor shall be subject to the review of the Architect. After receiving accept- ance he shall supply a drawing for review, showing exact overall dimensions, utility requirements and refrigeration piping diagrams. Acceptable Alternate Mfg. : Hussmann & Kramer-Trenton, Recon. ITEM 4. ONE EACH REQ'D. , REMOTE REFRIGERATION SYSTEM NO. 2, 208 VOLT, THREE • PHASE Ba F y Case and Cooler Co. , pre-assembled remote system, Model No. PL-15OA-3. Assembly shall be mounted as shown on contract drawings. Assembly shall be furnished as described above. (Refer to Item No. 3) . ITEM 5. ONE EACH REQ'D. , WALK-IN FREEZER SHELVING ASSEMBLY, MOBILE Eastern Steel RackCo. , rororm" 60-A4-M Series. Assembly shall consist of: Two (2) 3'-6" shelving units and six (6) 4'-0" shelving units. Assembly shall be formed as shown on Sheet FS-1 of the contract drawings with 69" high 16 gauge galvanized steel uprights. Units are four shelves high, 24" wide and constructed of 16 gauge galvanized steel . Assembly shall come with 5" diameter casters with locking wheel kit. Acceptable Alternate Mfr. : Seco, Market Forge. ITEM 6. ONE EACH REQ'D. , REMOTE REFRIGERATION SYSTEM NO. 3, 208 VOLT, THREE HAS Ba l y Case and Cooler Co. , pre-assembled remote system, Model No. PN- 100-3. Assembly shall be mounted as shown on the contract drawings. Assembly shall be furnished as described above. (Refer to Item No. 3) . ITEM 7. ONE EACH REQ'D. , 1-112 HP DISPOSER WITH 18" COME, 208 VOLT, THREE PHASE Bus Boy Disposer Co. , Mode No. 1500-BB450. Assembly shall be rurnis ed with magnetic starter with heater, vacuum breaker, solenoid valve, • scrap block and dejamming prong. Mounting of furnished components, SECTION 11 A ��� Page 18 of 25 � S2 ITEM 7. (cont'd) furnishing of "rain-tight" box, inter-wiring and inter-plumbing of components as well as final connections shall be provided for under another section of the work, refer to Electrical and Plumbing. Assembly shall have a two year parts and labor guarantee. Acceptable alternate Mfr. : Salvajor, In-Sink-Erator. ITEM 8. ONE EACH REQ'D. , PRE-RINSE UNIT Bronze and Brass r s, del No. B-123 with a No. B-109 wall- - bracket. Acceptable Alternate Mfr. : Fisher, Chicago Faucets. ITEM 9. FOUR EACH REQ'D. , MOBILE TRASH CAN ( N. I . C. ) Rubhermaido�rp.,Model No. wit lo. Z63'I lid. ITEM 10. ONE EACH REQ'D. , WALL MOUNTED SHELF ASSEMBLY Fabricated assembly- ITEM ssem y.ITEM 11. ONE EACH REQ'D. , VEGETABLE SINK AND DRAINBOARD ASSEMBLY Fabricated asse-gly. ITEM 12. ONE EACH REQ'D. , HORIZONTAL FOOD CUTTER 115 VOLT, SINGLE PHASE Toastmaster Corp. , Model No. 5115 with a No. 18334 power u . Acceptable Alternate Mfr. : Hobart. • ITEM 13. ONE EACH REQ'D. , FLAKED ICE MACHINE WITH 400 LB. CAPACITY BIN, 115 VOLT, Crystal Tips Ice Machines, Model No. FAE-039-40D ice tuber mounted on ice bin assembly. Assembly shall have factory start-up and one year service. Acceptable Alternate Mfr. : Mile High, Scotsman. ITEM 14. ONE EACH REQ'D. , 8'-0" SECURITY CABINET Southern Equipment Co. , Model No. - 26D. Unit shall come with cylinder locks. Acceptable Alternate Mfr. : Fabricated, Computer Stainless. ITEM 15. ONE EACH REQ'D., CONDIMENT COUNTER ASSEMBLY Fabricated assembly. ITEM 16. ON E EACH REQ'D. , WALL MOUNTED SHELF ASSEMBLY Fabricated assembly. ITEM 17. T1d0 EACH REQ'D. , SCRAP CHUTE ASSEMBLY Fabrica—'teaassembly. ITEM 18. ONE EACH REQ'D. , 20 QT. MIXER 'WITH 12 QT. EQUIPMENT, 115 VOLT, SINGLE PHASE Vulcan-Hart Corp. , Model No. BV-20. Unit shall come with a 12 quart bowl , whip and beater. Acceptable alternate Mfr. : Hobart. SECTION 11 A Page 19 of 25 093M ITEM 19. ONE EACH REQ'D. , MOBILE MIXER STAND Seco, Inc. , Model No. MX-29-T with No. MX-21-S undershelf and No. . MX-52-R assessory rack. Acceptable Alternate Mfr. : AMF, Computer Stainless ITEM 20. ONE EACH REQ'D. , ANGLE SLICER, 115 VOLT, SINGLE PHASE Toastmaster Corp. , Model No. 5402. Acceptable Alternate Mfr. : Hobart, Globe. ITEM 21. ONE EACH REQ'D. , MOBILE SLICER STAND Crescent FI—etal Products, Model No. 78-PT-1818-1. Unit to come with 5" diameter casters with wheel lock kit, cutting board kit, corner bumpers and slicer supports. Acceptable Alternate Mfr. : Seco, Precision ITEM 22. ONE EACH REQ'D. , TABLE MOUNTED SHELF ASSEMBLY Fabricated assembly. ITEM 23. TWO EACH REQ'D. , MOBILE WARE CART Seco, Inc. , Vlodel No. 3486. Unit shall come with revolving bumper guards for casters. Acceptable Alternate Mfr. : AMF, Shelley ITEM 24. ONE EACH REQ'D. , PANTRY WORK TABLE ASSEMBLY Fabricated assembly. ITEM 25. ONE EACH REQ'D. , THREE SECTION REFRIGERATOR, 115/208 VOLT, SINGLE HATF r'�auTsen & Co. , Inc. , Model No. RHT-3-32WPUT. Unit shall come with stainless steel legs and half doors. Provide two compartments with No. 3 type angle slide. Acceptable Alternate Mfr. : Victory, Hobart. ITEM 26. ONE EACH REQ'D. , VENTILATOR ASSEMBLY, 115 VOLT, SINGLE PHASE. Ventwell Industries Model No. AC-1 approximately - long, furnished as shown on the Contract Drawings. Assembly shall be 18 gauge welded stainless steel construction and equipped with "Flame Gard" stainless steel greaseextractors; U.L. listed lights; stainless steel closure panels; duct to finished ceiling and all necessary materials required to support this assembly from the structural ceiling; all as shown on the Contract Drawings. Hood shall be make-up air type. Acceptable Alternate Mfr. : Aquamatic, Ventmaster. ITEM 27. TWO EACH REQ'D. , GRILL TOP RANGE ASSEMBLY , GAS FIRED Montague Company. Each ass e y shall consist o one (1) Model No. 136-8 grill top with oven and one (1) Model No. 24-8 add on unit. Assembly shall be furnished with commn grill top 1" thick, stainless steel front, finished stainless steel back and one (1) add-on unit with s/s right hand end, assembly shall be furnished without legs ready for mounting on a s/s channel base. Acceptable Alternate Mfr. : Vulcan-Hart, South Bend. • SECTION 11 A Page 20 of 25 (}��� 4 ITEM 28. TWO EACH REQ'D. , 18" WIDE SPREADER PLATE Montague Company, Model No. 18-S with stainless steel front and . finished stainless steel back. Assembly shall be furnished without legs ready for mounting on a stainless steel channel base. Acceptable Alternate Mfr. : Vulcan-Hart, South Bend. ITEM 29. TWO EACH REQ'D. , DEEP FAT FRYER, GAS FIRED Montague Company, Model—No. RZF with stainless steel front and finished stainless steel- back. Assembly shall come with one(I) full size basket for each fryer. Assembly shall be furnished without legs ready for mounting on a stainless steel channel base. Acceptable Alternate Mfr. : Vulcan-Hart, South Bend. ITEM 30. ONE EACH REQ'O., HOT TOP RANGE ASSEMBLY GAS FIRED Montague ompany, assembly shall consist of one Model No. 136-9 hot top with oven and one (1) Model No. 24-59 add-on unit. Assembly with stainless steel front, finished stainless steel back and hot top with oven,with stainless steel left hand end. Assembly shall be furnished without legs ready for mounting on a stainless steel channel base. Acceptable Alternate Mfr. : Vulcan-Hart, South Bend. ITEM 31. ONE EACH REQ'D. , 60 QT. MIXER W/ATTACHMENTS, 460 VOLT, THREE PHASE Vulcan-Hart Co. , Model No. FM-60. Assembly shall be Supp ie wit stainless steel wire whip. Assembly shall be supplied with the following accessories: 30 qt. stainless steel bowl ; 30 qt. "B" flat beater; "D" stainless steel wire whip and bowl adapter. Unit shall be supplied with complete 9" vegetable slicing kit with all plates. Acceptable Alternate Mfr. : Hobart, Blakeslee. ITEM 32. ONE EACH REQ'D. , STANCHION MOUNTED KETTLE FILLER Brass & Bronze Works , Model No. B--TSU—. Acceptable Alternate Mfr. : Fisher, Chicago Faucets. ITEM 33. ONE EACH REQ'D. , BAKER'S TABLE ASSEMBLY Southern Equipment Co. , Model No. -96-S-3S. Acceptabel Alternate Mfr. : Wyott, Computer Stainless. ITEM 34. THREE EACH REQ'D. , MOBILE UNDERCOUNTER INGREDIENT BIN Seco, Inc. , Model No-717--M. ITEM 35. ONE EACH REQ'D., UNDERCOUNTER HOT FOOD HOLDING CABINET, 208 VOLT, SINGLE PHASE Franklin roducts , Inc. , "Thermotainer" , Model No. 1202P. Unit to come less top. ITEM 36. ONE EACH REQ'D. , CEILING MOUNTED UTENSIL RACK ASSEMBLY Southern Equipment Co. , Model No. -8 . Acceptable Alternate Mfr. : Fabricated, Computer Stainless. • ITEM 37. ONE EACH REQ' D. , COOK'S TABLE ASSEMBLY Fabricated assembly. ITEM 38. TWO EACH REQ'D. , CONVECTION OVEN, GAS FIRED, 115 VOLT, SINGLE PHASE Market Forge, Model No. 2592. Exposedfront, sides and rear panels to be stainless steel . (093S5(,`,� ECTION 11 A Pace 21 of 25 ITEM 39. ONE EACH REQ'D. , SPREADER PLATE Market Forge Co. , Mode No.--W. Provide stainless steel front and • rear panels. ITEM 40. ONE EACH REQ'D., TILTING FRY PAN 208 VOLT, THREE PHASE Market Forge, Model o. 1800. Provide stainless steel front and rear panels. ITEM 41. ONE EACH REQ'D. , SKILLET FILLER SECTION Mirketan�TgeCo. , ode o. rovide stainless steel front and ITEM 42. TWO EACH REQ'D. , 40 GALLON TILTING KETTLE W/BASE CABINET ASSEMBLY Mar et Forge, Model No. MT-40. Assembly shall come a part o t e assembly of Item 43 and shall be furnished and installed as described for Item No. 43. Provide stainless steel front and rear panels. ITEM 43. ONE EACH REQ'D., STEAM COOKER W/BASE CABINET 115/208 VOLT, THREE HAS Mar et Forge, Model No. MF3AE with stainless steel exterior, stainless steel rear panel and frame. Assembly shall be furnished with automatic controls, and furnished with one common electrical connection location, ready for final connection to electric service (refer to Electrical ). Assembly shall be supplied with 48 KW electric boiler to provide steam to operate item No. 42. The assembly consisting of Item Nos. 42 and 43 shall be furnished and installed as a single assembly with Water, Drain and Electrical connections as shown on the contract • drawings; 18 gauge stainless steel closure strips where items of this assembly abut, shall be a part of the work of this Section. Assembly consisting of Item Nos. 38, 39, 40 , 41, 42 and 43, shall be assembled by the Manufacturer at his plant, adjustments made to insure proper alignment and fit, photographed, disassembled and crated and shipped with detailed instructions for re-assembly at the job site. ITEM 44. ONE EACH REQ'D. , VENTILATOR ASSEMBLY, 115 VOLT, SINGLE PHASE Ventwell Industries, Model No. AC-1 approximately -6" 1ong, furnished as shown on the Contract Drawings. Assembly shall be 18 gauge welded stainelss steel construction and equipped with "Flame Gard" stainless steel grease extractors; U.L. listed lights; stainless steel closure panels; duct to finished ceiling and all necessary materials required to support this assembly from the structural ceiling; all as shown on the Contract Drawings. Hood shall be make-up air type. Acceptable Alternate Mfr. : Aquamatic, Ventmaster. ITEM 45. TWO EACH REQ'D. , 4'-0" MOBILE UTENSIL RACK Eastern Steel RackCo. , igi orm o e No. 60-R5-M. Assembly shall be 48" long x 27" wide and constructed of 16 gauge stainless steel. Acceptable Alternate Mfr. : Market Forge, Seco. SECTION 11 A Page 22 of 25 09386 ITEM 46. ONE EACH REQ'D., UTENSIL SINK & DRAINBOARD ASSEMBLY • Fabricated assembly. ITEM 47. ONE EACH REQ'0. , COLD PAN ASSEMBLY Fabricated assembly. ITEM 48. ONE EACH REQ'D., TWO-TIER DISPLAY SHELF ASSEMBLY Fabricated assembly. ITEM 49. ONE EACH REQ'D. , 12" x 20" HOT FOOD WELL UNIT, 208 VOLT THREE PHASE Wells Mfg. Co. , Model No. 5001 - ITEM 50. ONE EACH REQ'D., HOT FOOD WELL FILLER Brass & Bronze Works, a B-101A with B-KF flange. Unit to come with mixing tee. ITEM 51. ONE EACH REQ'D., CAFETERIA COUNTER ASSEMBLY Fabricated assembly. ITEM 52. ONE EACH REQ'D. , COUNTER MOUNTED SHELF ASSEMBLY Fabricated assembly. ITEM 53. ONE EACH REQ'D., TWIN SIX COFFEE URN, 208 VOLT, THREE PHASE American Metalware Co. , Moc1el No. 8446. Unit sFall come with dual • faucet service, color to be selected by Architect and unit shall come with factory start-up and (1) year service. Acceptable Alternate Mfr. : Blickman. ITEM 54. ONE EACH REQ'D. , CLEAN DISHTABLE ASSEMBLY Fabricated assembly. ITEM 55. ONE EACH REQ' D. , TWO TANK CONVEYOR MACHINE, 208 VOLT, THREE PHASE, ELECTRIC zero Mfg. Co. , Model No. SCT-64. Assembly shall be furnished with vent openings with locking dampers, stainless steel legs, stainless steel front panel , regulated tank heat, automatic fill and common drain connection. Provide unit with Kit No. 55. Acceptable Alternate Mfr. : Hobart, Wells. ITEM 56. ONE EACH REQ'D. , SOILED WARE TABLE WITH FLUSHING TROUGHS Fabricated assembly. ITEM 57. ONE EACH REQ'D. , MOBILE SILVER SOAK SINK Victory Mobile, a o. SS-69. Acceptable Alternate Mfr. : Seco, Computer Stainless. - SECTION 11 A Page 23 of 25 ITEM 58. ONE EACH REQ'D. , THREE HP DISPOSER WITH SINK ADAPTOR, 208 VOLT, THREE • Bus Boy-F's-poser Co. , Model No. 3000-BB325. Assembly shall be furnished with magnetic starter with heater, vacuum breaker, solenoid valve, scrap block and dejamming prong. Mounting of furnished components, furnishing of "rain-tight" box, inter-wiring and inter- plumbing of components as well as final connections shall be provided for under another section of the work, refer to Electrical and Plumbing. Assembly shall have a two year parts and labor guarantee. Acceptable Alternate Mfr. : Salvajor, In-Sink-Erator. ITEM 59. ONE EACH REQ'D. , ELECTRIC BOOSTER HEATER, 208 VOLT THREE PHASE tero Mfg. Co. , Model No. SWB-J5 wit ow water cut-off, pressure relief and reducing valves, pressure gauge. Acceptable Alternate Mfr. : Hatco, Lectro Speed. ITEM 60. TWO EACH REQ'D. , SPRAY RINSE ASSEMBLY I & S rass and Bronze Works, Model No. B-106. Refer to detail on drawings for list of components. Unit to come with 6'-0" hose. Acceptable Alternate Mfr. : Chicago Faucets, Fisher Faucets. ITEM 61. ONE EACH REQ'D., CONVEYOR TOASTER, 208 VOLT, SINGLE PHASE Hatco Corp. , Model No. TK-7 Acceptable Alternate Mfr. : Wells, Savory Equipment Co. ITEM 62. ONE EACH REQ'D., THREE-TIER "SKATEWHEEV CONVEYOR Fabricated assem y. ITEM 63. ONE EACH REQ'D. , STAINLESS STEEL FRAMING AND PORT OPENING Fabricated assembly. ITEM 64. TWO EACH REQ'D. , STAINLESS STEEL EXHAUST DUCT ASSEMBLY Fabricated assembly. ITEM 65. ONE EACH REQ'D. , DRY CHEMICAL FIRE PROTECTION SYSTEM 115 VOLT SINGLE PH 3E- The food service equipment contractor shall provide a complete U.L. listed dry chemical fire protection system. Assembly shall be Ansul R-101 Model 30 system conforming to all governing codes and installed by factory authorized personnel. All exposed piping and fittings shall be chrome-plated. All piping and fittings located within the hoods, Item Nos. 26 and 44, shall be installed in a neat and workmanlike manner with piping concealed insofar as possible. System shall be capable of unlimited cut protection as outlined in this manufacturer's published specification, page 25 (R101, Model 30 Installation Manual ). The Ansul Release and Dry Chemical Shell , shall be located as shown on sheet FS-1 of the contract drawings. Surface protection shall be provided over Item Nc. .27, Grill ; 29 , Fryers, 30, Range and Item 40 skillet. Provide and install a gas solenoid shut-off valve for Items 27, 29, 30 and 39. Surface heads to be concealed in hood up 6'-6" from finished floor. • SECTION 11 A Page 24 of 25 ITEM 66. ONE EACH REQ-0. , DRY STORAGE SHELVING ASSEMBLY Eastern Steel RackCo. , o i orm", 60-S4 Series. Assembly shall • consist of: Thirteen (13) 24" x 66" shelving units, two (2) 54" shelving units and one (1) 48" shelving unit. Assembly shall be formed as shown with 69" 16 gauge stainless steel uprights all necessary brackets, clamps and bracing necessary to achieve a rigid configuration. Units are four shelves high, constructed of 16 gauge G/I material . Acceptable Alternate Mfr. : Seco, Market Forge. ITEM 67. ONE EACH REQ-0. , WALK-IN REFRIGERATOR SHELVING ASSEMBLY, MOBILE Eastern Steel RAckCo. , "Aeroform" - - ries. Assembly s all consist of: Two (2) 3' -6" shelving units and six (6) 4'-0" shelving units. Assembly shall be formed as shown on Sheet FS-1 of the contract drawings with 69" high 16 gauge gal vania!d steel uprights. Units are four shelves high, 24" wide and constructed of 16 gauge galvanized steel . Assembly shall come with 5" diameter casters with locking wheel kit. Acceptable Alternate Mfr. : Seco, Market Forge. ITEM 68. ONE EACH REQ'D. , SINK MOUNTED HEATER, 208 VOLT, THREE PHASE atco Corp. , Model No. - . ITEM 69. ONE EACH REQ' D. , COOK'S TABLE Fabricated assembly. ITEM 70. ONE EACH REQ'O. , SCALE Hobart Mfg. Co. , Mo No. 41-3132. Acceptable Alternate Mfr. : Toledo. SECTION 11 A Page 25 of Z5 • 003S9 SECTION 15A MECHANICAL, GENERAL REQUIREMENTS PART 1 GENERAL 1 .1 SCOPE A. Work Included. Perform all work necessary and required for the construction of the project as indicated. Such work includes but is not limited to the following: 1 . Piping and Plumbinq, Section 156. 2. Heating and Ventilation, Air Conditioning, Section 15C. 3. Electrical Controls, See Paragraph 1 .7. 4. Equipment Foundations and Supports. B. Related Work in Other Sections. The following items of associated work are included in other sections of these specifications : 1 . Installation of Underground Utilities, Division 2. 2. Structural Steel for Supports, Division 5. 3. Framing for Mechanical Penetrations, Division 3. 4. Roof Penetration Waterproofing, Division 7. 5. Painting and Surface Finishing, Division 9. 6. Food Service Equipment, Division 11 . 7. Electrical , Division 16. 1 .2 APPLICABLE CODES AIJD SPECIFICATIONS. Work shall comply with all applicable codes and specifications, latest editions, particularly: A. Uniform I'lechanical Code, Uniform Building Code, I.C.B.O. B. Uniform Plumbing Code, Western Plumbing Officials Asso- ciation. C. Code for Pressure Piping ANSI B31 .1 . 15A �����n 1 oT5 D. National Fire Protection Association, including Nation- al Electric Code. E. Occupational Safety and Health Standards, OSHA, Part 1910. F. Applicable State, County, and City Laws and Ordinances. G. Nothing in these drawings and specifications is to be con- strued to permit work not conforming to these codes, rules and regulations. Provide without any extra charge any ad- ditional materials and labor when required by the conpli- n ance with these rules and regulations, though the work be not mentioned in these particul,r specifications or shown on the Drawings. (Special attention shall be given to Safety Devices and Controls). LICENSES, PERMITS, FEES A. Contractor shall procure all required permits and licenses to carry on and complete the applicable portions of the mechanical work. Such approvals shall include but not be limited to sanitary sewer and water. B. Comply with the rules of local utility companies. Before submitting bid, check with each service company involved and determine all valves, boxes, reducing valves, check valves, or meters required and include such items in bid. C. General Building Permit, Flood Control Permits, Electrical and Telephone Utility Fees are by others. D. Upon completion of work furnish certificates of final in- spection signed by authorities having jurisdiction, indi- ` cating acceptance of completed work. l.A APPROVAL AND SUBSTITUTION OF MATERIALS. All materials requir- ed for this Division shall be specifically approved in accord- ance with General Conditions. Equipment and materials listed or designated herein or on the Drawings show the intent of ar- rangement, quality, accuracy, range, and action required. There manufacturers naries and models are shown it is for pur- poses of showing intent only. Equipment and materials which are equal in all respects will be accepted when approved by the Engineer. The Contractor shall be responsible for design or other changes due to substitutions. 1.5 MANUFACTURERS' RECOt1MENDATI0t1S. Where applicable, all mate- rials, ate-ria s, equipment, devices and appurtenances shall be installed in accordance with the recommendations of the manufacturer of • the particular item. The Contractor shall have on hand all in- stallation manuals, brochures, and procedures mor the equiament and materials concerned. Any proposed deviation shall be first 15A 09391 2 0r5 certified in writing by the particular manufacturer as be- ing in accordance with their recommendations. The Contractor shall be held responsible for all installations contrary to • the manufacturer' s recommendations. If any item of equipment or material is found to be installed not in accordance with the manufacturer's recommendations, all necessary changes and revisions to achieve such compliance shall be made by the Con- tractor. 1 :6 DRP-1I NGS. The layout of equipment, accessories, duct systems and piping systems shorn on the drawings is generally diagram- matic unless specifically dimensioned. Before proceeding with the work, the Contractor shall carefully check and verify all sizes and dimensions. The Contractor shall review all drawings and make his work con- form to the conditions shown thereon. Any discrepancies be- tween different drawings, between drawings and specifications, and between drawings and actual field conditions shall be brought to the attention of the Engineer for a decision. Chan- ges in the work because of failure to do so shall be done by the Contractor at no extra cost. All connections, waste, soil , Water, etc. , for fixtures and food service equipment specified under other divisions of this specification shall be included. All items not mentioned specifically herein or not shot-in on the drawings r:hich are necessary to carry out the intent of the draw ings or to crake a complete working installation shall be includes 1 .7 GENERAL REQUIREMENTS A. The assembly and installation of electrical components (in- cluding packaged and/or factory assembled) furnished with or as a part of the equipment furnished under this Division of the specifications, shall conform to the requirements of Division 16, Electrical , of these specifications, and to the applicable provisions of the National Electric Code, applicable State Electrical Safety Orders, or OSHA which- ever provides the greater degree of safety. B. Complete mechanical/electrical systems are required. In general , this Division of the specifications shall in- clude, integral unit starters, heating, ventilation, and air conditioning controls, special control systems for mechanical equipment operation, and remote controls for food service equipment complete. In general , the Electri- cal Division shall include line wiring, starters, and dis- connects, and related wort: not specifically a part of mechanical equipment controls. Fully operational systems - are required in these specifications for all systems spe- cified. 15A 3 oT_5 C. Miring diagrams shall be submitted for approval for each factory assembled or packaged system. • 1.8 COOPEP.ATION WITH OTHERS The Contractor shall check work under this Division for inter- ference with work under other divisions and shall cooperate so as to avoid interferences and shall organize his work to har- monize with the work of other trades so that all work may pro- ceed as expeditiously as possible. No extras will be allowed on account of moving work under this division to avoid inter- ference with the work of other trades. 1.9 CLOSING M IMINSPECTED WORK The Contractor shall not allow or cause any of his work to be covered up or enclosed until it has been inspected, tested and approved by the Engineer. Should any of the work be enclosed or covered up prior to inspection and/or testing, the Contrac- tor shall, at his own expense, uncover the work and after it has been tested, inspected and approved, hake all repairs with such materials as may be necessary to restore all work disturb- ed by him to its original and proper condition. 1.10 PROTECTION OF 1110RK Until final acceptance of the work, the Contractor shall pro- tect all materials from damage, fron any cause whatever, and shall provide adequate and proper storage facilities. He shall replace all damaged or defective work, material and equipment before requesting final acceptance. 1 .11 STORAGE A. All materials shall be properly stored prior to use to prevent damage or deterioration. B. Provide all temporary outdoor and indoor room storage that may be required at the site for the safe and proper storage of tools, materials, etc. , under this Division. Storage shall be constructed only in the locations ap- proved by the Engineer and must in no :jay interfere with the proper installation and completion of other work. They shall be removed within three (3) days after notifi- cation from the Engineer that such removal is necessary. 15A 4 oF5 1 .12 219MY71 TALS Fifteen (15) days prior to installation of items, Contractor shall submit for approval shop drawings, catalog cuts and per- • formance data for proposed equipment items as designated. Five (5) copies of each submittal shall be delivered to the Engineer. 1 .13 OPEP,ATIO1] AND !.!= INTE',ANCE IM IUALS Complete operation and maintenance manuals are required for each item of equipment. Manuals shall include vendor address and telephone number, a spare parts list, performance data and lubrication instructions. Three (3) copies of each man- ual shall be delivered to the Engineer. SECTION 158 PIPING AND PLUMBIiIG • PART 1 GENERAL 1 .1 SCOPE A. Work includes performing all work necessary and required for the construction of the project as indicated. Such work includes but is not limited to the following: 1 . Sewer System; Sanitary, Food Preparation. 2. Water System; Cold, Hot, Exterior. 3. Condensate Systems. 4. All Mechanical Equipment requiring Piping and Plumbing. 5. Plumbing Fixtures including Drains. 6. Service to Food Service Equipment including Drains. B. Related fork in Other Sections. The following items of • associated work are included in other sections of these specifications. 1 . Mechanical , General Requirements Section 15A shall apply to this section in all respects. 2. Furnish and deliver all electrical appurtenances required to the Electrical Contractor. Unless othe n-,ise particularly specified, the Electrical Contractor will mount and connect all electrical appurtenances and make all electrical power wiring connections. 3. Pipe sleeves, forms for chases and pockets in con- crete, concrete bases and piers, frames and back- ing, hangers and other supports and penetrations required for the fixtures and systems shall be fur- nished under the plumbing and piping work. Roof penetrations of precast concrete deck oirders shall be provided as ?art of roof syst?n by others. 4. Flashina of all oioes and vents where they pierce' the roof or other waterproof ner-branes, and all required cut- ting and patching necessary to cor,plete the work are required in this Section. to R 1 13 5. Prime painting of designated iters only or factory finish painting are under this section. 1 .2 SUBMITTALS. Within a reasonable time after award of contract and prior to installation the Contractor shall submit shop drawings and/or catalog cuts of all equipment items. The fol- lowing items require submittals; other items may be required. A. plater Heaters 14r-1 and Hot I!ater F:e-urn Pump PHW-1 . c. Plumbing Fixtures and Accessories. C. Food Service Equipment. D. Floor Drains, Sinks and Cleanouts. E. Valves, !formal and Control . ry F. A listing of materials aroups selected from alternates. Iters E, C, D, E - If no chance from specified item a list may be substituted. PART`?. 11ATIERIALS A14D EOUIPMEUT • 2.1 MECHANICAL AND PLUMBING, AND FOOD SERVICE EQUIPHErJT A. Mechanical equipment shall be as shown on the equipment schedule and shall be provided complete in all respects including necessary connections. Additional specific requirements follow. A tolerance of five percent (51") will be permitted on performance requirements. B. Plumbing. .:.�, 1 . Plumbing Fixtures. Plumbing fixtures shall be as shown on the plumbing fixture schedule. They shall be provided complete in all respects with accessor- ies required for performance and servicing, includ- ing connection of services. All fixture trim and exposed metal iters shall be polished chrome plated, unless otherwise noted and pipes passing through fin- ished walls shall have chrone plated escutcheon plates. Each water supply to a fixture, equipment or b faucet, shall have a stoo in the branch connecting y thereto. This stop unless othe n•rise specified shall be chrome plated or equal partition stop at finished 15B 001196 2 0_13 wall locations and a rough brass angle valve at rough or concealed locations. All unoccupied fix- ture faucet holes shall be covered with an approved • faucet hole cover. All expoxed fixture setting bolts shall be fitted with china caps. All fix- tures requiring traps shall have traps provided. 2. All vitreous china fixtures shall be white and of quality known commercially as "Twice Fired Vitreous China". All enameled cast iron ware shall be white cast iron with Acid Resisting Enamel and steel with acid resisting enamel . 3. All stainless steel shall be class 300 type and shall be uniform brush finished. All welding shall be ground flush and brushed using stainless steel filler. 4. Sink sizes are approximate and may be varied up to 1 inch to conform to manufacturers standard patterns. C. Grease Interceptor, GI 1 , shall be a cast iron or fabri- cated steel multiple corpartment type, rated at 75 GPM flow, 100 pounds capacity, grease basket, gasketed cover with flush handle, cleanout plug, sanitary enamel coated, complete with extension section to match sewer lines and flush installation. Unit shall be Zurn Z-1170E-800 or • approved equal . D. plater Heaters, WH-1 , shall be corrrnercial , propane type, 100 gallon capacity, glass lined steel , magnesium anode rod(s) , 2 inches insulated, metal jacketed, 150 psig working pressure, 300 psi factory test pressure. 1 . Input rating shall be 197,000 BTU/H with recovery capacity of 166 GPH at 100°F rise. 2. Units shall be AGA and NSF listed. 3. Units shall be provided with safety relief valves, drain valves, and mixing valve as shown on draw- ings. 4. Unit shall be manufacturer guaranteed against leak- age due to corrosion for a period not less than three (3) years. All other items shall be manufac- turer guaranteed for one (1 ) year. 5. Unit shall be A. 0. Smith 3T 197/GC 160' or approved equal . 1 3T-13 � X13 1 E. Garbaoe Disposers shall be commercial tvae of the rated sizes shown on drawings. Unit's shall be generally of • stainless steel construction and finish. Motors shall be isolator mounted for low noise and vibration. A man- ual reversing snitch shall be included. Motors shall be tapered roller bearina mounted. Shaft and moisture shields shall be provided. Units shall be floor mount- ed there available. Units shall be insinkerator, 'taste King or approved equal . See rood Preparation Equipment Schedule. F. pump, Hot 1-later Return, NW-1 , shall be as shown on the drawings. 2.3 PLUMBING ^f1D PlPitiG t: i ER:AI S. IF shall be as specified herein in accordance with the schedule below. Only one material sti,sten may be used for each service category and Contractor shall designate material for each of the following catenories as part of submittals. Fittinn_ s shall be of same material as piping or as designated. Design Service Location Pressure Paragraph Sanitary Sevier 1) Underslab 10' or A 2) Underground, Exterior Top of 3) Above Ground Including Vent Vents Cold plater 1 ) Underslab 125 Psi B Cold Condensate 2) Underground 3) Above Ground Not hater and 1 ) Underslab 125 Psi C High Hot Water 2) Above Ground 200°F Storm Drain 1 ) Above Ground done E Propane Gas 1 ) Underground, Exterior 30 Psi F 2) Above Ground 15B 4 of 13 A. Sanitary Sewer. • 1 . Under Slab to 5' Outside Building. Standard weight Hub and Spigot type cast iron pipe and fittings with suitable plastic or Neoprene ring gaskets or oakum and lead joints. Pipe and fit- tings shall comply with ANSI. A112.5.2. Ring gaskets shall comply with ASTM C564. 2. Underground Exterior. Vitrified clay sewer pipe and fittings, Hub and Spigot type, extra strength complying with AS-1 C200, with plastic ring gaskets complying with ASTM C425. 3. Above Ground; Surface Concealed, 'lents. Standard weight threaded Cast Iron drainage pattern conform- ing to ANSI B16.12 and Schedule 40 pipe, galvanized, conforming to ASTM A53. B. Cold Water, Cold Condensate. 1 . Underslab to 5' From Building. a. 2-1/2 inch and smaller. Copper tube type L hard temper, fittings wrought copper alloy solder type(Si Iver solder complying with AS77-1 B32). Piping shall be externally coated and wrapped. 2. Underground Exterior. a. 3 inch and larger. Cast Iron pipe and fittings, mechanical joint type conforming to ANSI A21 with rubber gaskets conforming to ANSI A21 .11 or Tyton joints, each with thrust blocks at elbows. b. 2-1/2 inch and smaller. Cooper tube type L hard temper, fittings wrought cooper alloy sol- der type(Si)ver solder complying with A5771 832). Pipe shall be externally coated and wrapped. i 8 5 of 13 3. Aboveground. a. 2-1/2 inch and larger. Schedule 40 steel pipe conforning to ASTM A53, standard i..eight butt _ v:eid fitting, 150 pound flanged connections, :� °• -... or galvanized Schedule 40 steel pipe conform- , : R _.... � . ing to ASTM A53; threaded 150 pound malleable _ iron, ccnforring to ANSI 616.3. b. Fire Sprinkler System. Schedule 40 steel pipe and fittings conforning to FlFPA No. 13. _ c. 2 inch and smaller. Copper tube type L hard temper, fittings wrought copper allov solder type (95-5 solder complying with ASTI1 B32). Not tater, High Not Water. 1 . (lnders 1 ab. a. 2 inch and smaller. Copper tube type L hard temper, fittinas wrought copper alloy solder type(5ilwr solder complying with ASTM B32). Piping shall be externally coated and wrapped. y 2. Aboveground. a. 2 inch and smaller. Copper tube type L hard temper, fittings wrought copper alloy solder type (95-5 solder complying with ASTI1 B32). Threaded fitting shall be used at valves or equipment connections. D. Condensate. 1 . Shall match requirements for Cold Mater. E_ Storm Drain. 1 . Aboveground. a. Schedule 40 steel pipe, threaded, cast iron, drainage fittings conforning to ANSI B16.4. F. Propane Gas. 1 . underground Exterior. a. Schedule 40 steel pipe, 150 pound threaded fittinas, externally coated and wrapped. �. ; 15B 6 of 13 09400 2. Above Ground. a. Schedule 40 steel pipe, 150 pound threaded • fittings. 2.4 VALVES, STANDARD TYPE, shall be as shown on drawings. 2.5 VALVES, COUTROL, shall be as shown on drawings. 2.6 SPECIALTIES shall be as follows and as shown on drawings. P6 - Pressure gauges, phosphur bronze Bourdon tube type, Phenolic case, glass lens, 4-1/2" dial, 0.5 percent accuracy, range as required, Robertshaw Series 300, Palmer, US Gauge. ~. . TH - Thermometer, dial type, Bimetallic, 1 percent accu- racy, range as shown, 1/2" IPS rear fitting, fixed stem, Palmer 3035. PART 3 EXECUTION 3.1 INSTALLATION OF PIPING A. The drawings show the required arrangement. Piping shall be arranged in neat and symmetrical patterns to insure good appearance, accessability, proper clearances from other items. Parallel lines shall be spaced a minimum distance apart that will permit future servicing including allowing for designated insulated lines. B. Material , equipment and finishes shall be protected from damage, tool marks and weather. Inspect each piece of pipe and fittinas for defects. Remove de- fective material from site. Install work in first- class manner conforming with the best practice of trades. C. Install piping promptly, capping or plugging open ends. No piping shall be permanently covered by construction before inspection and approval . D. Spaces are provided in the design for the construe- tion of the buildina to ins'a11 the nlunbing :cork. Keep all pipe concealed within furring lines estab- lished on the Architectural Drawings unless pipes . are shown exposed. Should any other openings or space be found necessary under this Division they shall be arranged in proper time to prevent unneces- sary cutting. Do all cutting and excavation neces- sary in connection with the :l umbi ng work. 0;)nr�1 i 56 `it 1 7 of 11 E. Install water piing generally level , free of :raps and unnecessary bends to conforr, t-,ith building re- quirements, and provide space for other work. Piping • shall be free of unusual noises, including water hammer. F. Unless otherwise indicated, horizontal sanitary sewers shall be installed with uniform pitch, not-less-than 1/4" per foot. It is intended that horizontal runs be continuously supported unless otherwise approved by the Engineer. C. Bending of piping and use or bushings will not be per- mitted. Install proper fittings at change of direction or size. Care shall be taken to see that no valve or piece of apparatus is supporting the weight of any pipe. H. Where exposed pipes pass through finished walls, ceil- ings or floors they shall be fitted ti•,i th one piece or } split chrome plated plates. Plates shall be securely held in position alloying enough clearance for expan- sion. I. All valves, unless specifically sized, shall be of same sizes and materials as the pipelines in which they are installed. All hand controlled line valves shall be gate valves, except where throttling control or fre- quent operation is required globe or angle valves shall be used. Where space permits globe valves installed in F4 horizontal lines shall be placed with stem horizontal so that the lines drain. All valves shall be screw type. r No sweat valves will be accepted. J. Place a union adjacent to each screwed valve isolating equipment or systens and when otherwise shotrn or re- d ry Quired for equipment removal . Material and style shall match piping. K. Precast concrete valve boxes with covers and extensions �f shall be provided for all underground valves. 3 2 _ JOINTS A. Screwed Joints. Screvred pipe joints shall have American National Standard taper pipe threads (ANSI B2.1 ). Burrs formed when cutting pipe shall be removed by reaming. Care shall be taken that the inside of the pipe is thoro- ughly clean and free of cuttings and foreign ratter bey fore installation. The metallic joints shall be made tight by the use of Parmacel 412 ribbon dope or approved equal , and shall be applied to the nale threads only. 15B 00402 8 X13 B. Solder Joints. Tubing shall be cut square and burrs removed. Both inside of fittings and outside of tub- ing shall be well cleaned with wire brush before sweat- ing. Care shall be taken to prevent annealing of fit- tings and hard drawn tubing when making connections. Noncorrosive paste solder flux shall be used with solid wire solder of composition as described. Cored solder will not be permitted. Tubing shall be true to round before jointing operations are started and the tubing shall project into the full bore of the fitting. Re- move excess solder while plastic so that all joints are clean and neat. C. Weld Joints. Pipe shall be cut square, beveled (except socket type) and burrs removed. Joints shall be tight fit and wire brushed before welding. Welding shall be full penetration type with maximum lack of fusion 1/16- inch and free of excess penetration or slag. Remove weld flux scale between passes and after final pass. Weld rod shall comply with ASTM A 233, E 6010 or selec- tion to match steel grade to be welded. D. Mechanical Joints, Hub and Spigot. Hub and spigot joints for iron shall be made up with lead. Place jute rope in space between hub and spigot to approximately half depth and the fill remainder with molten lead. When the joint has cooled the lead shall be thoroughly caulked in. Lead shall be prime commercial grade. Plas- tic ring option shall be centered and hub fully seated. Mechanical joints shall have gasket fully seated and ring flange square and tight. E. Flanges. 150-4 ANSI dimension pattern shall be made up with standard flange gaskets, full face on cast iron and raised face on steel . Bolts and nuts for flanges shall be American Standard heavy hexagon, National coarse threads. Steel bolts, AST'f A 307 and nuts, A325, shall be used for flanges. Gaskets for ;rater line flan- ges shall be 1/16-inch red rubber. Gaskets for hot water shall be 1/16 inch composition asbestos. 3.3 ALL PLUMBING, FIXTURES, OUTLETS AND FLOOR DRAINS shall be trap- ped and vented unless otherwise noted. Vent risers shall be collected and extended throuah roof where indicated. Provide air chambers for all concealed branches, same diameter as branch, 12" minimum height. 3.4 CLEANOUTS shall be as shown on drawings and installed in con- formance with code and where indicated on dra,:rings. No clean- outs shall be installed in inaccessible locations. Any extra • exposed cleanouts required by coda or construction changes or 15B 00403 9 X13 any exposed cleanouts rlhich cannot be installed ;,here indicated in the drawings due to construction chancres shall not be reloca- ted until the neve location is approved by the Engineer in grit- • ina. 73.5 FLOOD DPUNIS AND FLOOR SI'IKS shall be as shoran on drat•.i nqs and installed in conformance with manufacturer's recor. endations. All drains shall be trapped either integral by design or by threaded fittings, but not both. Installation shall make allow- ance `or applicable floor finish designated in Architectural Drawings. A. Trap primers shall be provided for all floor drains located in areas other than kitchen. B. All floor drains stall 1.2 vented according to code. 3.6 PiPE SUPPORTS. All piping shall be rigidly supported in compli- ance with standard commercial practice. Piping shall be sup- ported at changes in direction and at maximum spacing in accord- ance ►ri th the of lowi nd: Pipe Size Maximum Soacinq To 3/4" 5 Feet • 1 " to 1-1/4" 8 Feet _ 1-1/2" and Greater 10 Feet Groups or pipes shall be attached to manufactured channel sys- temsKindorf, Unistrut or approved equal and then to walls or suspended using 3/8 rods as required. Hangers for insulated _. pipes shall be sufficiently large to encompass insulated pipe without cutting into the insulation; 16 gauge sheet metal sleeves 6" long shall be supplied to prevent crushing of insu- lation by hangers. Copper tubing at all hangers and supports shall be provided rJ th resilient sleeves. 3.7 PIPE SLEEVES. Pipe passing through concrete or masonry con- struction shall be fitted ►,ith sleeves or drilled neatly. Each sleeve shall extend through its respective thickness. The in- side diameter of pipe sleeves shall in all cases be at least 1/2" larger than the outside diameter of the passing pipe or pipe covering and have the space bett-.een the pine anc enclosure sleeve caulked. 3.8 FLASHINGS. All pipe penetrations throu^h roofs shall be flash- ed with approved flashing sleeves and clamping collars. Sheet neoprene shall be placed between the clamping collar and the • pipe in an approved manner of the National Plumbing Code. ::ail penetrations shall be packed with foam and/or caulked watertight. 156 n4►4r►4 10 of 13 3.9 TESTING A. No portion of the plumbing or piping systems shall be covered or insulated until tests and inspection have been made and installations approved by the Project Inspector. Any work covered before tests or inspection have been made shall be uncovered at the request of the Project Inspector. B. All piping systems shall be tested to 1-1/2 times the maximum operating pressure, as listed in the Piping Schedule, except that drainage plumbing shall be test- ed as follows: 1 . Drainage plumbing lines shall be leak-tested by filling the drainage system to the top of the vent stacks with all fixture connections blanked off. Test water levels shall conform to Uniform f Plumbing Code. C. All equipment which may be damaged from overpressure or by testing fluid shall be isolated from the test. D. All the leak tests shall be held for 4 hours without perceptible drop of pressure as measured on a 4-1/2- inch dial gave with maximum range twice that shown in the Piping Schedule, or drop in water level in the • case of drain piping. Fluid temperatures shall remain constant during tests. E. Final tie-ins shall be soap or wet tested at line oper- ating pressure. F. Any leaks detected during construction or testing shall be found and repaired immediately. Final testing shall be witnessed by the Project Inspector after leaks have been repaired. Pinhole leaks in screvred fittings re- quire replacement of the fittings. G. All leak testing equipment shall be furnished by the Contractor under this section. H. All relief valves shall be visually tested to insure proper functioning. I. All equipment, fixtures and piping shall be given op- erational tests siriulating use by the occupant, and all must operate satis;actorily. i 15B 00405 11 of 13 3.10 FLUSHING AN;D DISINFECTING A. All systems shall be thoroughly flushed and purged aft- er approval of testing. ,rater systems shall be flushed �•�ith domestic cold water. ~ ' R. Domestic cold and hot crater service shall be disinfec- ted before placing in service. After backfilling and testing pipelines, the Contractor shall , in the pres- ence of the Project Inspector, disinfect all domestic water lines. Disinfection shall be in accordance with the Uniform Plumbing Code, and shall include thorough- ly flushing the lines with clear water, disinfecting with calcium hypochlorite or similar disinfectant, and then again flushing the lines. the solution used for sterilizing shall have at least , 50 parts per million of available chlorine. It shall remain in the system for at least 24 hours. 3:11` ItiSULAt I014 A. Pipe Insulation. All hot water and handicap sin(: drain lines except concealed normal hot grater lines within pluming walls shall be insulated. Insulation shall be Gustin-Bacon, Owens-Corning Fiberglas, or ap- proved equal ; "Snap-On" glass fiber pipe insulation smoothly lagged with six ounce canvas cover, copoer- clad insulating staples and securely bound with two equally spaced bands per section. Insulation shall be 3/4-inch thick. Jacket shall be white vapor bar- rier, Fire Retardant type with self-sealing lap. Fit- tings, excluding valves, flanges and unions, shall be insulated with hydraulic setting cement or approved segments with off-white finish when dry, to a thick- ness equal to that of the adjacent covering. Conden- sate trap, strainer, valve trains at coils do not re- quire insulation. B. No addition finish is required for concealed spaces. Exoosed surfaces shall be covered with 6 ounce canvas pasted snoothly and securely over the insulation using Benjamin Foster No. 3n-36 "Seal-Fas", or approved equal . When dry, apply one coat of Benjamin Foster No. 30-36 white insulation coating, or approved equal , w over the entire surface to serve as base for finish painting. Finished surfaces shall be neat and free of discontinuities. C. Underground hot water main branch lines shall be insu- lated after wrapping by placing 1-1/2" ninimun vermicu- late envelope around pipe during backfill operation. 15B 09406 R 12 oT13 3.12 COMPLETION A. The Project Inspector will furnish to the Plumbing Con- tractor reproducible prints (sepia vellum) of the plumb- ing drawings. The Plumbing Contractor shall mark these prints showing the size and location of all plumbing lines if different from that shown on the drawings, in- cluding stub-out with dimensions given to building line or walls in all cases. These prints shall be submitted to the Project Inspector before final acceptance of the job. E. Clean and adjust all equipment at completion. Remove surplus material and debris, as directed. Contractor shall be responsible for all damage to any part of the premises caused by leaks or breaks in work furnished and/or installed under this section, for a period of one (1 ) year after acceptance. 3.13 EXCAVATING AND BAC:KFILLING Excavating and backfilling necessary for installation of piping and plumbing shall meet requirements specified under Section 28, Earthwork. • 1 13 13 WOO SECTION 15C HEATING, VENTILATION, ",IP, CONDITIONING PAPT 1 GENERAL 1 .1 SCOPE A. Work includes performing all work necessary and re- quired for the construction of the project as indi- cated. Such work includes but is not limited to the following: ' r 1 . Heating, Ventilation and Air Conditioning =` 4 - Equipment. 2. Ductirork including Outlets, Dampers. 3. Exhaust Svstems including Fire Protection. 1�k 4 Controls. 5. System Balancinq. B. Related Work in Other Sections. The following items of associated work are included in other sections of • these specifications: 1 . Mechanical , General Requirements, Section 15A shall apply to this section in all respects. 2. Furnish and deliver all electrical appurtenan- ces required to the Electrical Contractor. Un- less otherwise particularly specified the Elec- trical Contractor will make all electric power wiring connections. 3. Piping and Plumbing is under Section 15B. 4. Prime Painting of designated items only or Fac- tory Finish Painting are under this Section. 1 .2 SUBMITTALS. Within a reasonable time after award of contract and prior to installation the Contractor shall submit shop drawings, catalog cuts, wiring and control diagrams of all equipment items. The following items require submittals; other items nay be required. • 15C 094081 010 A. Air Conditioning Units, AC1 , AC2, AC3, AC4. • B. Supply Fans, FSI , FS2. C. Exhaust Fans, FEX1 , FEX2, FEX3. D. Reheat Coil , RC1 . E. Schedule of Ductwork and Dampers. F. Outlets Schedule. G. Control and Wiring Diagrams for above. PART 2 MATERIALS AND EQIJIPMEIIT 2.1 MECHANICAL EQUIPMETIT. Mechanical Equipment shall be as shown on the equipment schedule and shall be provided complete in all respects including necessary connections. Additional spe- cific requirements follow. A tolerance of 5 percent will be permitted on performance requirements. A. Air Conditioning Units, AC1 , AC2, AC3, AC4 shall be electric cooling propane heat, rooftop design, with complete system of furnace coils, compressor(s) , ex- pansion valves; air supply and exhaust, dampers, fil- ters, piping, and controls. All units shall have complete gas train conforming to UL and MFPA require- ments and shall include flame safety supervision. All units shall be of same manufacturer. 1 . Performance Data. Units shall be rated for heat- �; ing and coiling loads, supply air CF11, external static pressure, fan RPM and notor horsepower as shown on drawings. Refrigerant shall be R22. 2. Air Circuit on Units shall be arranged as follo:•1s: AC1 - 100 percent outside air bottom discharge. Unit to be interlocked to FSI , FS2, FEX1 , FEX2. AC2 - nixed Air Return arranged .jith an "econo- mizer" unit which will vary outside air from 1500 CFM minimum to 100 percent con- plete with exhaust to balance all outside air in excess of 1500 CF11. 15C 00409 � ' 2of10 AC3 - Mixed Air Return arranged with an "econo- mizer" unit which will vary outside air from 800 CFM minimum to 100 percent con- • plete with exhaust to balance outside air. AC4 - nixed air return arranged with manually ad- justable fixed position unit with outside air at 300 CF!1 (3i percent) complete and return a i r at 500 CP1. 3. The cabinet shall be constructed of heavy-gauge zinc-coated, galvanized steel with batted-enamel finish. The cabinet shall be constructed to en- sure watertightness . The conditioned air section shall be insulated with 1-inch, 1-pound density fiber glass. Two-inch replaceable filters mount- ed internally shall be supplied. The cabinet shall expose ICY-' of the hottom of the outdoor coil to assure no hangup, no iceup defrost drain- age from the coil during defrost cycles. Drain pan(s) shall be provided for each coil area. 4. The comoressor(s) shall be of the field-service- able semihermetic type. AC1-3 shall be not less than 2 capacity steps. The compressor(s) shall be fitted with suction and discharge service val- ves, discharge muffler, and crankcase heater. • _ . The refrigeration circuit shall contain a suction- line accumulator, heating and cooling, liquid-line service valves, and filter-driers. Compressor motor(s) shall be protected both internally by a thermostat in the motor windings and externally by overloads. Compressor(s) will be equipped with high-and log:-pressure protection. Lubrica- ting systen shall be equipped with low pressure protection. A discharge line thermostat shall protect the compressor(s) against excessive op- erating temperature. The compressor(s) shall be externally mounted on spring vibration isolators. 5. The outdoor condensing coil shall be constructed of aluminum plate fins mechanically bonded to seamless cooper tubes. Outdoor fan(s) shall be direct-driven, slow-speed propeller type for quiet operation, and shall be mounted for vertical dis- charge. The outdoor motors shall be protected as required by N.E.C. and be supplied w,.-1 h rainshields. The unit shall be equipped ►.ith a low-ambient con- trol to operate system to 20°F ambient in cooling mode. 15C 14)4] 0 3 X10 6. Indoor coil shall be constructed of aluminum plate fins mechanically bonded to seamless copper tubes. • Indoor blower shall be of centrifugal type, for- ward curved. The blower shall be belt-driven by means of an adjustable pitch pulley, permitting a variation of airflow by means of blower speed ad- justment. Blower motor shall be electrically pro- tected as required by N.E.C. Blower motor shall be mounted on the adjustable base, allowing for pro- per alignment and tension. The steel fan shaft shall rotate in prelubricated bearings. 7. The unit control panel shall be prewired in the unit casing furnished with a 24-V control trans- former, high-and low-pressure switches, compres- sor(s) , outdoor and indoor fan motor contactors, as well as other protective devices. To prevent rapid compressor cycling, an automatic time delay ' resetting circuit shall be supplied. Provide a *=" phase monitor unit in control circuit for ACI , AC2, AM, diversified electronics, SLA-230-ALF or equal . Provide 7 day clock control at units, Sagamo or equal . 8. A full roof mounting curb shall be provided. 9. An economizer unit shall be shipped fully factory • assembled and installed in unit where designated. The economizer control shall maintain a fixed supply air temperature during the "free" cooling operation by providing full-range modulation of the operable outside and return air dampers. The package shall be complete with necessary dampers, F, linkable and spring-return modulating damper motor. The economizer controls shall include mixed air tem- - rys= perature control capable of controlling the dampers by measuring the temperature. Provide warmup over- ride and high outside temperature closing of out- side air to minimum,. Relief dampers shall be pro- vided to relieve positive return air pressure out- side the system on economizer cycle. A manual =' outside air damper complete with birdscreen and rainhood shall be provided. 10. Thermostat assembly permitting two-stage cooling and two-stage heating shall be provided. System switch shall contain OFF, COOL, AUTO, and MEAT posi- tions. Thermostats for AC2 and AC3 shall be in re- turn duct, AC1 and AC4 wall mounted with locking guards. 15C 4 o _l0 B. Supply Fans shall be as shown on the drawings. Fans shall be rooftop, axial flow fan belt drive with screen and factory fabricated curb. Performance shall be as shown. No fan shall transmit additional round level into occupied space in excess of S sones. Fans shall ..: y be statically and dynamically balanced. Provide belt guards. .7+ .rte.. .. C. Exhaust Fans shall be as shown on the drawings. Fans shall be of rooftop upflDw axial floc, type, belt drive, dampers, factory fabricated curb. Unit shall be de- �v signed for operation with grease laden air without pla- ces where excess grease can build up and shall be non sparking desion. Belt and motor shall be external to air flow. Performance shall be as shown. Particular care shall be exercised in selection of fans to pro- a en duce loan noise levels. No fan shall transmit addi- s,> tional sound level into occupied space in excess of 3 sones. Fans shall be statically and dynamically "-" balanced. Provide belt guards. D. Fan Shaft Gearines of all belt driven fans with 1/2 HP or larger rotors shall be prelubricated for im- mediate service, and shall be of the relubricatable, self-aligning ball or roller type bearings. All bear- +}J ings shall be nounted with grease seals and hydraulic grease fittings, accessible outside of units. Bear - inq housings shall be mouted to transmit bearing loads directly to the fan framerlork. -2.2 CONTROLS shall be as shown on the drawings. Controls are gener- a�y—electric/electronic modulating type. A complete control diagram shall be submitted for approval . Installation of con- trol system shall be under the supervision of an authorized rep- resentative of the control manufacturer. Manometers shall be provided and connected across each filter bans; and shall be Mag- . nahelic type, Myer or approved equal , 0 to 2" range. Provide 3 way cock: in manorieter tap to permit calibration checks. Con- trol system shall whenever possible be supplied from a single source such as Honeywell, Robertshaw, Barber-Coleman. 2.3 FOOD SERVICE FEX1 , FEX2, FEX30, EXHAUST DUCTS and flues from equipment. Ductwork fron hood to exhaust fans shall be stain- less steel , Class 300, 13 gauge. Ducts from fans to outlet may be either 18 gauge stainless or 14 gauge painted steel . 1 SC ! A. Fabrication and installation of cooking hood and ducts shall conform to NFPA 96, Removal of Smoke and Grease Laden Vapors from Commercial Cooking Equipment. All seams rust be gelded, openings are required at changes in direction. Duct clearances must be Maintained. B. Fabrication and installation of dishwasher hood and ducts shall generally conform to rIFPA 96, except hori- zontal seams nay be lock-joint sheet metal . 2`.4 FOOD SERVICE FSI , FS2, SUPPLY DUCTS from ceiling to hoods sfiaTT be stainless steel , Class 300, 20 gauge. Sears may be lock joint sheet metal . 2.5 DUCTWORK A. General . The size, fabrication and installation of all duct work shall be as shown on the drawings and the dimensions shown shall be net inside and it shall be the Contractor's responsibility for increasing out- side duct sizes when insulation is required and as herein specified to conform to recommendations for construction as stipulated in the latest edition of Sheet Metal and Air Conditioning Contractor's Nation- al Association (SiMCNA) Duct Manual . Contractor • shall keep a copy of the manual available on the job site. B. Sheet Metal Ducts. Unless otherwise noted on the draw- ings or specifically mentioned elsewhere in the speci- fication, fabricate ducts of metal of the following gauges: Aluminum Alloy Steel - Laroest Dimension B S S Gane U.S. Standard 12 inches and less 24 26 12 to 24 inches 20 22 24 to 36 inches 13 20 Reinforced at 3 Feet 36 to 48 inches 18 20 Reinforced a- 0 Teat 15C 00413 6 of 10 C. Fabrication of Normal Ductwork. Make transverse and longitudinal joints as shown on Plates 5 and 5A of SMACNA Duct Manual except the button punch snap-loci:, • which is not acceptable. Tape all transverse seams with canvas and arabol , or fiberqlass and duct mastic. Construct ducts of various sizes in conformance with SMACNA Duct Manual . Apply cross-breaking with allowed savings in joints and stiffeners. Do not use longi- tudinal standing seams inside. Corner closures are not required. Reinforce all ducts to prevent buck- ling, breathing and vibrations as recommended in Duct Manual , plus any additional reinforcing as may be re- quired to meet the job conditions. Fabricate all sheet metal work exposed to �;eather and in intake plenum of minimum 22 gauge steel , solder and make watertight, or lock, seam with sheet metal screws, caulked seams and hardcast wrapping of joints. D. Insulation. Supply air and return air ductwork shall be lined with Johns-'lanville, Owens-Corninn Fiberglas, or approved equal , 1" thick fiberglass dual density duct liner, Nicro-Bar, having a minimum "k" factor of .23 BTU at 75° mean. The liner shall meet standards of NBFU 90A and 90B and shall have U.L. label . E. Diffusers and Grilles. 1 . Registers, grilles and diffusers shall be as shown • on the drawings. They shall be Krueger, or an ap- proved equal of type and size shown on the draw- ings, complete with sponge rubber gaskets, opposed blade key-operated volume controls and multiple vane type extractor unless otherwise noted. Damp- ers and extractors shall attach to frames of out- lets and stay in place when cores, face plates, or louvers of outlets are removed so that their volu- metric settings will remain unchanged. Exposed surfaces shall be prime paint finished. 2. Unit sizes shown are selected in accordance with the principles set forth in the ASHME Guide. Sidewall and ceiling diffusers shall diffuse air uniformly throughout the conditioned space, and velocities shall not exceed 50 fpn at 1-1/2°F temperature differential within the five foot oc- cupancy zone with an average room temperature of 75°F. 3. Noise generation of all outlets shall oe express- ed in sound power level and all active bands at applicable pressures and air quantities. NC lev- els shall not exceed the manufacturers` ratings • 15C 7 of 10 of the equipment shorn, computed on the basis of calculated room absorption of the actual space • under design, taking into consideration the num- ber of supply and return outlets in the space. 4. Submittals shall identify each outlet by type, size, location, air quantity, throw, pressure drop, sound power level , drop, spread, deflect- ion settinn, and temperature differentials under which outlets have been tested. Throw shall be the full distance from the center line of outlet w to the opposite all , or midpoint between dif- fusers. Drop shall be measured from the center ` of the grille to the midpoint of the airstream where the velocity has fallen below! 50 fpm, and shall not be below the five foot level :iith the horizontal vanes set for 50 upward deflection. _ 5. Instrument Test Holes. Supply and return air ducts at air conditioning units shall have 1- inch diameter test holes on centers on the most " accessible side and located in straight duct sec- tions clear of effects of volume control dampers for air balance measurements. Holes shall have Ventlock :=699, "Instrument Test hole Units" or approved equal . • 6. Turning vanes :There required shall be airfoil type or equal . F. Flexible duct connections in ducts shall be provided where desionated. Flexible connections shall be con- structed of Ventol as, or approved equal , 3^ ounce neo- prene coated fiberglass fabric aDolied in accordance with the manufacturer's recomendaticns. The width of the flexible connections shall be sufficient to al- low 3/4 inch of free space between the talc metal col- lars to be connected. Install a sheet metal band con- pletely around the duct of fan outlet and/or inlet, at each end of the flexible connection, and fasten to the duct and fan outlet with sheet metal screws through the band. Space screws approximately 3 inches apart. PART 3 EXECUTION 3.1 'QUIPMUIT A. Air conditionina units shall be rigidly supported :lith internal vibration isolators support. A..11 fans not in-ternally isolated shall be rinidly mounted on vibration isolators. No vibration transmission will be permitted. All equipment and machinery shall be assembled to exact- plumb and aliannent. Provisions for read 1/ access for servicing shall be included in each installation. (004-15 15C 0 of 10 DIICTIlDPI; A. Duc worl: shall be supported at all turns and transi- tions, and at not-more-than F' centers on straight runs as necessary to maintain true alignment, er.cept where designated. Hangers shall be 3/4" x No. 24 gauge straps arith 99° metal corner pads, 1 " x 2" x a" at bottom corners, trapeze type t•rith 1" x 2" x No. 24, Gauge angie cross support under duty, or chan- nel struts combined for oipe supports. Transforma- tion and bends to avoid obstructions rust be approved by the Encineer. Protect duct wort; from damage dur- ino and after erection until final inspection. All manual dampers, turning vanes, grille connections, and access doors shall be installed as specified and shown on the dra*•:ings. B. Install all ducts true to line and grade, and of dimen- sions given and make practically air tight. 'sake chan- ges in size �-ri th uni forml� tapering sections. I-'henever possible, rake changes in direction by curved sections, with inside radius larger than duct dimension on plane - of bend. If this is not practical make inside radius Q-inch minimum, and install full length, smooth-edged turning vanes on 6-inch centers. Square, mitered el- bows may be used if specified turning vanes are in- stalled. 3.3 PUNTING A. Equipment shall be provided with factory applied balled enamel finish ►•thenever available. Concealed galvanized steel and aluminum surfaces require no paint, ferrous surfaces shall be primed only. All damage shall be touched up with matching paint. B. All exposed heating and ventilating ►•fork which in aen- eral includes ductwork, insulation, netal items, equip- ment and supports shall be painted except that polished aluminum, stainless steel , chrome plate and other fac- tory furnished materials including labels shall not be painted unless otherwise noted. Prime painting only is included in this Section. C. Before painting metal surfaces shall be washed with min- eral spirits to remove orease and dirt. !•There rust or scale is present, wire brush or sandpaper clean. 15C 9of10 X41416 D. Materials previously shop prime coated by the manufac- turer and which have been scuffed shall be touched up with the same materials used for priming. Foreign mate- rials shall be removed from prime coats before final painting. E. All surfaces shall be dry and above 50°F before paint is applied. F. Paint shall be applied according to the schedules out- lined elsewhere in these specifications. 3,4 TESTS AiID ADJUSTMEIITS A. Contractor shall at completion of the work operate the system. Each unit and system shall be placed in opera- tion with all controls demonstrated as functional . R. All adjustable dampers shall be set at full open by Con- tractor for balancing under a separate contract. The balancing results mill be provided to Contractor and should results show equipment is deficient on overall air performance beyond normal adjustment, Contractor shall replace belts and/or sheaves as necessary to con- form to specifications. 3,5 OPERATING INSTRUCTIONS. Provide complete operating instructions and equipment identification. Contractor shall fully instruct the Engineer or his designated representative in the care, oper- ation and maintenance of the equipment and assure himself that the instructions are understood. 15C �1�141 rl 10 X10 SECTION 16A ELECTRICAL • 1 .0 GENERAL 1 . 1 Scope The requirements of Section 1 apply to the work of this section. This portion of the work includes the furnishing of all labor and materials necessary for the complete wiring system to outlets and all equipment shown on the drawings or covered by this Section of the Specifications. in general , the work includes the following: A. 1200 AIMP, 120/208V, 30 4 wire, main switchboard, power and lighting panels (no aluminum bus will be permitted) . B. Complete system of branch circuit wiring, conduit and distribution equipment for lights, receptacles and power. C. Furnish and install lighting panelboards , lamps, lighting fixtures, wall switches, convenience outlets. D. All hangers , anchors, sleeves, chases and supports for fixtures and all other electrical equipment and materials. E. Furnish, install and connect wire, conduit and switches, etc. , required for other equipment covered by other sections of these Specifications. F. Conduit, wiring and disconnect switches for controls. G. The changing, rerunning and re-installing of all work made necessary by the ordinances or laws governing same. H. All excavating and backfill as required. I. The patching and repair of all work modified or damaged by the installation of work under this contract. J. Grounding System. K. Provisions for telephone system per Pacific Telephone & Telegraph. L. Fire alarm system. M. Clocks N. Provisions for future signal communication systems. 0. Access panels, terminal cabinets and backboards. P. Temporary construction power. 16A 09418 1 of 8 Q. Secure all permits and pay all fees. • R. The Contractor shall furnish and install all materials necessary to make complete systems, whether or not such details are mentioned in these Specifications or shown on the drawings, but which are necessary in order to make complete working systems, excepting only those portions that are specifically mentioned herein or plainly marked on the accompanying drawings as being installed by other Contractors. S. Electrical Contractor must coordinate his work with the other trades so as to provide raceways, conductors, and outlets in the correct location for the equipment served, including all mechanical , plumbing and signal equipment and connect same. Electrical Contractor must provide power of the correct voltage and phase to each item of equipment including control wiring. T. The list above is given for the convenience of the Contractor and is not considered all-inclusive. 1 .2_ Submittals A. Equipment submittals will be required for the following items: 1 . Lighting Fixtures • 2. Main Switchboard 3. Panelboards 4. Terminal Cabinets 1 .3 Record Drawinos A. The Contractor shall keep one (1 ) complete set of blue line prints of all drawings which form a part of the Contract in good order in the field office which shall be used only for the recording of "As Built" information. Drawings shall be kept up-to-date by daily posting of deviations from contract drawings , as the work progresses and shall be available at all times for inspection by the Architect or Owner. All items shall be accurately located and dimensions from finished surfaces of building walls on all record drawings . Contractor shall have the Owner's Inspector review and approve same as to their completeness , correctness and legibility. Upon completion of the work , and as a condition precedent to the issuance of the certificate for the completion payment, the Contractor shall submit to the Owner, one set of reproducible drawings made for the signed "As Built" prints. All costs for the above shall be included in the contract price. . 16A 2 of 8 !P,141 � 1 .4 Guarantee and Tests A. Equipment of all kinds installed by this Contractor shall be tested to determine whether it fulfills the requirements of these specifi- cations. The Contractor shall furnish all labor necessary to adjust the operation of the apparatus and make the connections for the tests. After the tests have been completed, the Contractor shall restore all connections , apparatus, etc. to their original condition. B. Should any piece of apparatus or any material or work fail in any of these tests, it shall be immediately removed and be replaced by perfect material by this Contractor at his expense and the portion of the work replaced be again tested by the Contractor. C. The entire installation shall be free from short circuits and improper grounds. Tests shall be made in the presence of the Architect or his designated representative. Panels and circuits shall be tested for grounds, and shorts with mains disconnected from the feeder, branches connected, lamps removed or omitted from the sockets and all wall switches closed. Each individual circuit shall be tested at the panel with equipment connected for proper operation. Ground tests shall meet the requirements of the National Electrical Code. Upon completion of the work, a final inspection of the Architect and other interested authorities shall be conducted. This Contractor shall guarantee to repair or replace at his expense any material or equipment that develops defects or • is determined not to be in conformance with the plans and specifi- cations, during a period of one year after the work is accepted. 1 .5 Utility Charges A. All electrical utility company charges shall be in the Electrical Contractor's bid. 1 .6 Fees and Permits A. This Contractor shall secure all permits and pay all fees in connection with this work and include in this bid. 1.7 Temporary Construction Power A. Provide a temporary construction power system that is adequate for this project. Coordinate requirements and details with the General Contractor. 1.8 Examination of Site A. The Bidder shall carefully examine the site of the contemplated work prior to submitting a bid proposal and shall have satisfied himself as to the existing conditions and the conditions under which he will be obliged to operate, or that will in any manner effect the . work under the Contract. No allowance will be made subsequently in this connection. 16A 09420 E r `l 3of8 1.9 Miscellaneous Equipment . A. Contractor shall be responsible for electrical hook-up and connections to all electrical equipment whether furnished by this Contractor or others. This shall include all equipment furnished by the mechanical contractor and other subcontractors. 1.10 Not in Contract A. Wiring and instruments for Pacific Telephone system. 1 .11 Equal Materials A. The words "or approved equal" shall be interpreted as meaning equal in the opinion of the Owner or someone designated by Owner. 1 .12 Cutting and Patching A. The Contractor shall do all cutting and patching of the construction work and of existing walks, pavements and buildings which may be required for the proper installation of the electrical work. All patching shall be of the same materials, workmanship and finish as, and shall accurately match all surrounding work. 1 .13 Protection of Work and Equipment • A. The Contractor shall protect all work, materials and equipment from damage from any cause whatever and shall provide adequate and proper storage facilities during the progress of the work. He shall provide for the safety and good conditions of all work until final acceptance of the work by the Owner and replace all damaged or defective work, materials and equipment before requesting final acceptance. B. The Contractor shall be held responsible for the protection and correction of the work of all trades from smear, splashes, stains, or damages that might occur in the process of the work. 1 .14 Cleaning of Equipment and Materials A. All parts of the equipment shall be thoroughly cleaned of dirt, cement, plaster, etc. , and all cracks and corners scraped out clean. Surfaces to be painted shall be carefully cleaned of grease and oil spots and left smooth, clean and in proper condition to receive paint finish. Painting shall be in accordance with the painting Section of this Specification. 1 . 15 Reaulations, Codes , and Permits A. All work and materials shall be in full accordance with the latest rules of the National Electrical Code, National Board of Fire Underwriters, any local ordinances, the Stag of California Oivision • of Industrial Safety, Electrical Regulations of the State Fire 16A 4 of 8 09421 Marshal , The California Administrative Code, Title 24, Part 3, with any prevailing rules and regulations pertaining to adequate protection • and/or guarding of any moving parts or otherwise hazardous locations. B. Nothing in these plans and specifications is to be construed as permitting work not conforming to these codes. C. Should any changes be necessary in the drawings or specifications to make the work comply with these requi rerrwnts , the Contractor shall notify the Owner at once and cease work on all parts of the Contract which are affected. D. Where applicable, work shall conform to NECA "Standards of Instal- lation" pages 1 through 12. 1 .16 Substitutions A. Should it be necessary to substitute equipment for any equipment shown or called for in the plans or specifications, approval must be obtained from the owner prior to its installation. The Owner shall not incur additional expense for the substitution. 1 .17 Locations A. The drawings indicate diagrammatically the desired location or arrangement of conduit runs, outlets, equipment, etc. , and are to be followed as closely as possible. Proper judgment must be exercised in executing the work so as to secure the best possible installation in the available space limitations or interference of structural conditions wherever encountered. It shall be the Contractor's responsibility to verify and coordinate the location of all outlets and lighting fixtures with the architectural , structural and mechanical drawings and with all shop drawings . Architectural elevations and reflected ceiling plans shall generally take precedence. However, in the event of large variations between architectural and electrical drawings, the Architect shall be consulted for instructions. Unless specifically indicated otherwise, all lighting fixtures and/or fixture stems shall be placed symmetrically with respect to the ceiling tile pattern or other architectural ceiling and wall modules. B. In the event changes in the indicated locations or arrangements are necessary due to developed conditions in the buildings' construction or rearrangement of furnishings of equipment, such changes shall be made by the Contractor without extra cost providing the change is ordered before the conduit runs , etc. , and/or work directly connected to same is installed and no extra materials are required. C. All motor outlets and control outlets shown on the plans are approximate only. Verify exact location of same with equipment contractor. 16A S of 8 tr s)-22 0. The installation of wiring for controls shall be made in accord with approved control diagrams. E. Where outlets are placed in a wall , locate symmetrically with respect to each other and other features or finishes on the wall . F. Lighting fixtures in mechanical spaces are shown in their approximate location only. Do not install light outlets or fixtures until mechanical piping and duct work is installed; then install lights in a location to provide best lighting. 1.18 Excavations A. Do all excavating necessary for the proper installation of the electrical work whether or not indicated on the drawings or specified. Underground secondary feeders shall be buried not less than 24" below finished grade. B. After the installation of work requiring excavations has been inspected and approved, all excavations shall be filled with clean sand as indicated on the drawings, and tamped to a consistency so that no settlement will occur and the ground left firm at natural grade. All excavated earth which is not used for backfill shall be removed from the premises or otherwise disposed of as directed. C. All sidewalks, driveways or other cement or asphalt surfaces which • are damaged during excavations shall be repaired to match the adjacent work in material and finish. 1 .19 Non-Specified Equipment or Material A. In the event equipment or materials are not shown on the drawings or in the specifications , the Contractor shall determine from the Owner, prior to submitting his bid, what this descriptive information is and shall base his bid accordingly. Should he fail to do this, he shall furnish such equipment and material as later indicated to be the intent by the Owner without change in contract price. 1 .20 Heatina, Ventilating, Air Conditioning and Plumbing Equipment Wiring The following work shall be done under the Electrical Division of the specifications. A. Furnish and install all line and low voltage conduit, outlets, line voltage wiring, manual motor starters, relays, time switches, control switches, and all other fully electrical control devices and disconnect switches as shown or required for the specified operation of the equip- ment unless specifically indicated otherwise herein or on the electrical and mechanical drawings. Control transformers for mechanical equip- ment control circuits shall be furnished under the Mechanical Division , but installed and connected under the Electrical Division unless noted otherwise. Low voltage control devices shall be furnished, installed and connected under Mechanical Division. 16A 09423 6 of 8 B. Connect all line voltaae motors and control equipment. • C. All wiring shall be installed in conduit. D. All control wiring shall conform to the wiring diagrams shown on the Mechanical Drawings and the manufacturer's wiring diagrams and shall control the equiprw_nt in the manner specified under the Mechanical Section of the Specifications. 1 .21 Identification A. All equipment shall be identified by means of laminated, engraved plastic nameplates attached to equipment with screws or pop rivets. Lettering shall be 1/2" high for equipment nameplates and 1/4" high for circuit nameplates. B. Nameplates schedule shall be submitted with all shop drawings for approval . C. Equipment nameplates shall state name and designation of equipment, voltage, phase, number of wires, source, e.g. : PANEL "L" 120/208 volt, 3 phase 4 wire D. Panelboards shall have nameplates on front above door. • E. Each individual disconnect switch, breaker, or time switch shall be similarly identified with nameplate identifying equipment and/or equipment controlled. 1 .22 Interior Public Telephone Svstem A. Provide 4" square boxes, plaster rings and single hole cover plates at each telephone location. B. Provide conduit runs , terminal cabinets and backboard or as shown on drawings. 1 .23 Instructions and Inspections A. Contractor shall instruct the Architect and/or Owner's operating person- nel in operation and Maintenance of all systems. A written report shall be submitted indicating date and time of instruction and personnel involved. B. An inspection shall be made by the Contractor in company of the Owner or someone designated by the Owner within the guarantee period at no expense to the Owner to insure all systems to be in satisfactory operating condition. • 16A 7of8 MON 1 .24 Safety A. Contractor shall be solely and completely responsible for condition of the premises on which the work is performed and for safety of all persons and property on the site during performance of the contract. This requirement shall not be limited to normal working hours, but shall apply continuously. B. Contractor shall conform with all governing safety regulations. 1 .25 Maintenance and Operating Manuals Three complete sets of operating and maintenance manuals shall be furnished to the Owner for the following equipment. A. All light fixtures. B. Service Entrance - Metering Switchboard. C. Panelboards. 16A 8 of 8 ��� � SECTION 16B ELECTRICAL MATERIALS AND INSTALLATION • 2.1 Scope Furnish materials and perform labor required to execute this work as indicated on the drawings, as specified and as necessary to complete the Contract, includ- ing, but not limited to, these items specified herein. 2.2 General A. Requirements of GENERAL CONDITIONS, SUPPLEMENTARY GENERAL CONDITIONS and DIVISION NO. 1 apply to all work herein. B. All materials , appliances, and equipment except that furnished by the Owner, shall be new and the best of their respective kinds, free from all defects, bear U.L. Label and of the make, brand or quality specified or as accepted by the Architect as herein provided. This shall also apply to all parts of the work whether or not this par- ticular paragraph is referred by number. C. The Contractor shall submit S copies of shop drawings of the following equipment for review by the Engineer before placing orders for equipment. Main switchboard, Panelboards, Fire-alarm equipment, and Light fixtures. Comments on shop drawings do not relieve the Contractor • from compliance with requirements of the plans and specifications. D. All apparatus, conduit systems , etc. , shall be installed and inter- connected so as to form complete systems as herein specified and/or shown on all the accompanying drawings. This Contractor shall furnish and install all work necessary to make complete working systems, excepting only those portions that are specifically mentioned herein or plainly marked on accompanying drawings as being furnished by other Contractors. 2.3 Miscellaneous Iron Work A. All miscellaneous iron work required to complete and properly install the electrical work shall be furnished and installed under this Section. This shall include all supports, pull-in irons, etc. B. Structural and miscellaneous steel used in connection with electrical work and located out-of-doors or in a damp location to be hot-dip galvanized unless otherwise specified. Included are underground pull-box covers and similar electrical items. Galvanizing average 2.0 ounce per square foot and conform to ASTM A123. 2.4 Raceways and Fittings A. Rigid Steel Conduit shall be National Electric Products, Triangle • Conduit and Cable Co. , or Walker "Dual-Cote", minimum size 3/4". 16B I of 11 B. Electrical metallic tubing shall be National Electric Products Corp. or equal . E.M.T. fittings shall be compression type only, minimum • size 3/4". C. Plastic conduit shall be type PVC, U.L. Approved. 2.5 Conduit Fittings A. Shall be galvanized, Crouse Hinds, Appleton or equal . All exposed fittings shall be of the same manufacturer. 2.6 Pull Boxes Shall meet all code requirements as to size for conduits terminating therein and to thickness of material used in fabrication. A. ' Fabricated sheet steel pull boxes shall be installed only in dry, protected locations and shall be furnished with knockouts and removable screw cover. Box shall be finished with one coat of zinc chromate and a coat of primer sealer and where exposed to public view shall be painted to match the surrounding surface. B. Weatherproof sheet steel pull boxes shall be fabricated of code gauge galvanized sheet steel with two coats of rust resistant finish and shall be furnished with gasket and made completely weather tight. C. Weatherproof concrete pull boxes, junction boxes and telephone boxes • shall be Christy Concrete Products, Forni Division, Precast Concrete Products or equal . 2.7 Outlet Boxes A. All outlets shall be standard one or two piece galvanized knock-out outlet boxes, National , Steel City, Appleton, Walker, or approved equal. B. All outlet box covers, rings or other fittings shall be standard galvanized, National , Steel City, Appleton, Walker, or approved equal . C. No outlet box shall be smaller than four inches (4") square and 1-1/2" in depth, except in concrete block construction where concrete block boxes are approved. D. Floor outlets shall be Walker 513AL-DPS-G. E. Floor telephone outlets shall be Walker, sized as required. F. All special outlets shall be as hereinafter specified or as shown on drawings. 2.8 Switchboard • A. Switchboards shall be constructed in accordance with latest NEMA and U.L. standards, as manufactured by Westinghouse, I.T.E. , Sylvania, 16B 0042'7 2of11 General Electric, or equal . Each shall contain the equipment shown on • the single line diagram. No aluminum bus will be permitted. Doors with locks are required. B. Floor mounted equipment shall be bolted to the floor or concrete pad. 2.9 Panelboards A. The panelboards shall be constructed in accordance with the standard set up by the Underwriters' Laboratories, Inc. , and as manufactured by Westinghouse, I .T.E. , Square "D" , General Electric, or approved equal , and each shall contain the number and type of circuit breakers as indicated on the drawings. Provide ground fault protection for any circuits feeding receptacles located outside or used for con- struction power. B. The panelboards shall be equipped with a flat hinged door, typewritten circuit directiories placed under glass. All finish shall be manu- facturer's standard finish. Provide locks on all panels. All panels and terminal cabinets shall be master keyed. Furnish three keys. Each circuit shall be listed in the Directory in such a manner that it is easily located. C. Where contactors are shown on drawings, they shall be installed within panels. 2.10 Terminal Cabinets • A. Terminal cabinets shall be flush or surface mounted as indicated with double hinged doors and catch. Exterior finish to be manufacturer's standard finish. Provide 1/2" plywood backing inside of cabinet. Locks shall be flush combination catch and lock. Provide proper number of fermi nal s in cabinets as required. 2.11 Wall Plates A. Shall be Bryant, Arrow Hart, Sierra, or Leviton. Material to be brushed stainless steel . 2.12 Receptacles A. Furnish and install 20A, 125 Volt, 3 wire ground type duplex receptacles at all receptacle outlets as indicated on drawings Sierra + 1864x or equal . T . 168 3 of 11 !�s1428 2.13 Local Switches A. Furnish and install flush tumbler type switches, quiet type 120V AC only controlling wall and ceiling outlets as indicated on the drawings. All switches shall have ampere rating of not less than 20A,at 125V. Type Switch Sierra Bryant P & S Arrow Hart & Hageman Single Pole 5011 4801-1 15AC1-1 1891-SL-1 Three Way 5013 4803-1 15AC3-1 1893-SL-1 Key Operated 4061 4801-L 75AC1-2 1891-L B. Where two or more switches are in proximity they shall be ganged in the same box and they will be set under one plate. 2.14 Conductors 600V or Less A. All wire installed in this contract shall be of a standard manufacturer as approved by the National Board of Fire Underwriters and of the size as indicated on the drawings. All wire shall bear the Underwriters' label and shall be brought to the job in unbroken packages and approved by the Job Inspector before same is installed. B. All branch circuit wiring conductors shall be type "TW" copper for #8 AWG and smaller. Number 6 AWG and larger shall be type "THW" copper. C. Number 12 AWG gauge wire shall be the smallest gauge wire used, except for signal control . D. All wire #8 AWG gauge or larger shall be stranded. E. The neutral conductor of all lighting feeders shall be of the same size as the line conductors. F. Joints in wires 8 gauge and larger shall be Dossert or equal solde rless connector. Connectors to switches or bus bar shall be made with one piece CU/AL lugs for all wires 8 gauge and larger, sized for conductors as shown on plans. G. Each conductor shall be tagged with the circuit number at each end with Bradley tags. • 168 4 of 11 r 00429 2. 15 Lighting Fixtures and Lamas A. Shall be UL listed. B. This Contractor shall be held responsible for the complete equipment of all fixture outlets with fixtures of the proper design as shown and all suspension accessories. C. All plastic lenses shall be 100% virgin acrylic. D. All surface fluorescent fixtures shall be UL approved to be surface mounted, with low density listing. E. All fluorescent fixtures shall have "P" rated thermally protected premium ballasts classified as the "A" level in the G.E. ballast sound rating standard. Ballasts shall bear the CBM/ETL label . F. All fluorescent lamps shall be standard warm white color and all filament lamps shall be 125 volts inside frosted, unless otherwise specified. G. See Electrical drawings for special fixture mounting requirements and page. 2.16 Ground A. Grounding shall be to the building reinforcing steel referred to as a "UFER" ground. B. The resistance to ground shall be measured with a self contained test instrument that utilizes the fall of potential method. The resistance to ground shall not exceed 5 ohms. If necessary additional rods shall be driven to bring resistance down to this value. C. Where 5 ohm resistance to around is not obtained by the "UFER" ground there shall be driven ground rods of copper clad steel 8 feet in length. Each rod shall be die-stamped near the top with the name or trademark of the manufacturer and length of rod in feet. Diameter shall be sufficient to permit driving without damage but shall be not less than 5/8". Approved copper alloy clamps shall be brazed to upper end of rod. 2.17 Emergency Lighting Fixtures A. Shall be self-contained, self-charging battery operated lighting units, with automatic two-rate trickle charger. B. Units shall automatically be energized when normal power fails and be de-energized when normal power is restored. 16B 5 of 11 O 1430 C. Batteries shall be lead-acid type and shall supply the normal load for 1-1/2 hours to an end voltage of 81-1/2% of normal battery voltage. • D. Unit shall have a unit "ready" light, "high charge" pilot light, AC "on" pilot light, unit test switch and a voltmeter. 2.18 Motor Disconnects A. Disconnect switches shall be H.P. rated, quick make, quick break, UL listed. B. See Mechanical Drawings for additional equipment by this Contractor, and kitchen arrangement drawing for food service equipment. 2.19 Fire Alarm A. Furnish and install all equipment, terminal cabinets, conduit, and wiring for a complete operating Simplex electrical fire alarm system or approved equal . Equipment submitted as equal shall have architect's approval 7 days prior to bid date and be published as an addendum. B. All equipment shall be UL approved. C. All fire alarm equipment shall meet the requirements of California State Administrative Code Title 24 and Title 19, and be approved by the California State Fire Marshal 's Office. 0.20 Clocks A. Clocks to be Simplex or approved equal , of color and size as selected by Architect. 2.21 Anchors A. Plastic and nylon insert anchors shall not be used for any purpose. Securing of boxes, pipe, fixtures, and o er electrical small equipment and material shall be done with metal studs and inserts as manufactured by Star or equal . 3.0 INSTALLATION 3.1 Conduit Systems A. Shall be installed for the connection of all outlet boxes, junction boxes, paneiboards, cabinets, gutters, etc. Conduit shall be run continuous between outlets, etc. , and with the minimum number of bends. B. The joints in all conduits installed in concrete slabs on the ground, or underground, or exposed to the weather, shall be made liquid tight. 168 6 of 11 00431 The conduit threads shall be thoroughly filled with conductive compound before screwing into couplings. All wrench abrasions in steel conduit shall be painted with asphaltic compound. All underground conduit outside of the buildings and roadways shall be buried to a depth of not less than 24" below grade. Two or more conduit runs installed in a common trench shall be separated horizontally and vertically by a minimum of 1-1/2". Electrical conduit runs installed in a common trench with other utility lines, shall be separated horizontally and vertically from such lines as per utility and code requir- ments. C. Changes in direction greater than 45° shall be made with factory manufactured conduit elbows. D. Type conduit used shall be as listed below: 1 . In paved areas underground and under slab---------------PVC Schedule 40, rigid thick wall plastic, rigid steel . 2. In walls and above ceiling------------------------------Rigid steel or EXT. 3. On roof-------------------------------------------------Steel , rigid galv. or E.M.T. (liquidite) 4. Exposed on walls----------------------------------------EXT. rigid steel . (Below 5 feet or where subject to physical damage use rigid steel . ) See notes of drawings. All buried conduit shall be encased in a 3" concrete envelope. • F. The maximum size conduit permitted in the floor slab is 1". Larger shall be factory wrapped with PVC wrapping tape or PVC coated. G. Where conduits are run exposed, the same shall be installed parallel to and at right angles to the building lines. H. • All boxes for bracket outlets shall be equipped with a 3/8" "NO-BOLT" fixture stud. These boxes shall be so set that when in place the fixture shall be at right angles to the ceiling or walls. 1. All empty conduit shall be equipped with a nylos pull rope with minimum of 50 lbs. breaking strength continuous from outlet to outlet. J. Flexible connections in outdoor and damp locations shall be flexible liquid- tight metal conduit. K. All conduit penetrations through roofs shall be flashed with approved flashing sleeves and clamping collars. Sheet neoprene shall be placed between the clamping collar and the conduit in an approved manner similar to that of the National Plumbing code. Flashing to be made waterproof to the satisfaction of the Owner. 16B 7 of 11 094-32 L. Liquidtight flexible conduit shall be used for motor and transformer • connections. Conduit shall be exposed on wall . M. Conduits shall be run concealed above ceilings, below floors, and in walls or partitions, unless otherwise indicated. N. No EMT permitted below grade in damp locations or where subject to physical damage. 0. All plastic runs shall have rigid steel galvanized ells. 3.2 Plastic Conduit Requirement A. Use Permitted: Rigid non-metallic conduit, type 2 PVC Schedule 40 with U.L. Label approved for direct burial may be used only under the following condition.- Wet ondition:Wet Locations: The entire conduit system, including boxes and fittings used therewith shall be so installed and equipped as to prevent water from entering conduit. All supports, bolts, straps, screws, etc. , shall be of corrosive resistant material or protected against corrosion • by approved corrosion resistant materials. Code gauge grounding conductor (insulated and identified green) shall be installed in conduit. In walls, ceiling and under floors when codes are complied with. B. Use Prohibited: Rigid non-metallic conduit shall not be used: Above ground outdoors. In hazardous locations. For the support of fixtures or other equipment. C. Other Articles: Installation of rigid non-metallic conduit shall comply with provisions of the applicable sections of the NEC Article 300. D. Trimming: All cut ends shall be trimmed inside and outside to remove rough E. Physical Dama e: Rigid non-metallic conduit shall not be used where subject to p ysical damage. F. Minimum Size: No conduit smaller than 3/4" electrical trade size shall be used. G. Bushings: Where a conduit enters a box or other fitting, a bushing or adaptor shall be provided to protect the wire from abrasion unless the design of the box or fitting is such as to provide equivalent protection. 168 8 of 11 ����3 H. Bends, How Made: Bends of rigid non-metallic conduit shall be so . made that the conduit will not be injured and that the internal diameter of the conduit will not be effectively reduced. Field bends shall be made only with bending equipment specifically intended for the purpose and the radius of the curve of the inner edge of such bend sh4ll not be less than that recommended by the manufacturer. Factory made bends are required for all bends greater than 450. I. Construction: Rigid non-metallic conduit shall conform to the following: Rigid non-metallic polyvinyl chloride conduit as shipped shall be in standard lengths of 10 feet including coupling, one coupling to be furnished with each length. Each length of conduit shall be clearly and permanently marked with the manufacturer's name or trademark, nominal conduit size and type of material used. 3.3 Outlets A. In general , the locations of electrical outlets shall be as shown on the drawings; however, the Contractor shall make any changes necessary to suit conditions on the job or re-arrangement of built-in fixtures and equipment as directed by the Architect or his representative. B. The Contractor shall study the general building plans with relation to spaces surrounding each outlet to insure that his work will fit the work of others and that fixtures or other equipment will be sym- metrically located according to room layout. Refer all conflicts and discrepancies promptly to the Architect. • 3.4 Conductor Identification & Installation A. The drawings indicate the arrangement of outlets on each branch circuit and the circuit tags show the number of the circuit, and the board to which it will be connected to the same switch on the panelboards. B. All feeders and branch circuits shall be tagged in all pull and .function boxes and in the gutters of all panels to which they connect by Bradley tags. C. No wire shall be installed until all work of other contractors that might cause injury to the said wire has been completed. Care shall be used to pull wires to insure that no damage occurs to the insulation. Cable lubricant shall be used for pulling wires. D. In making the connection of all branch circuits to the terminals of switches, etc. , the wires shall be looped around the binding screws or be fitted with connecting lugs. E. Switches and receptacles shall be securely fastened to the outlet box. Where the outlet box covers are back of the finished walls, the switch or receptacle shall be built out from the same with washers so that it is rigidly held in place to the box. The floating of any switch or receptacle will not be permitted. • 16B 094e 9 of 11 F. All wire size #6 AWG and smaller, shall be factory coded. Coding for each phase and neutral shall be consistent throughout system. Code shall be in compliance with the NEC Section 210-5. G. Each branch circuit shall be marked with Bradley tags at the Pane11 "J" Box and outlet. H. Where two neutrals are run in any conduit, each neutral shall be taped to associated line conductors in each outlet. Neutrals may not be combined and shall be installed continuous to panel . 3.5 Aluminum Wire A. Aluminum wire or aluminum bus bars will not be permitted. 3.6 Lighting Fixture Installation A. All ceiling mounted surface or recessed fluorescent fixtures shall have one #12 hanger wire from each corner of fixture to structure above ceiling. Fasten hanger wire to structure in same manner as ceiling hanger wires are fastened. "T-Bar" mounted fixtures (flush) shall have outriggers fastened to T-Bar. B. Continuous runs of light fixtures shall be installed straight and true and perfectly level . C. See Plans for special mounting of fixtures. 3.7 Mounting Heights of Equipment Unless otherwise specified elsewhere or shown on the plans, the following - mounting heights shall apply: A. Panelboards Over 29" high 5'-0" to handle of highest circuit breaker Less than 29" high 5'-6" to handle of highest circuit breaker B. Disconnect Switches 4'-6" to center line or as shown on drawings C. Contactors 4'-6" to center line or as shown on drawings D. Receptacles (Convenience) Office, Main room, Corridor 12" to finished floor to center line Above countertop 4'-6" to center line E. Switches (Wall) 4'-6" to center line F. Telephone Wa—T 1 4'-6" to center line • Desk outlet 12" to center line 166 f 10 of 11 G. Thermostats 4'-6" to center line or as noted on plans H. Clocks As shown 3.8 Grounding A. The conduit system supports , cabinets, st.itchboards, etc. , and neutral conductors must be permanently and effectively grounded by means of approved ground clamps , in accordance with Article 250 of the NEC. B. This Contractor shall exercise every precaution to obtain good contacts at all panel boxes, pull boxes , etc. Where it is not possible to obtain good contacts , the conduits shall be bonded around the boxes with a =6 AWG bare copper wire with ground clamps. C. Pull a ground ;ire in any non-metallic conduit used for power or lighting. and as noted upon the drawings. 3.9 Equipment Supolied by Others A. The mechanical Contractor and Food Service Equipment Contractor shall furnish equipment such as motors , starters , thermostats , and wiring diagrams , etc. However, the Electrical Contractor shall be responsible for furnishing and installing of all switches , conduit, wire, fittings , etc. , for all control circuits, for heating and air-conditioning equip- ment, etc. B. Install boxes where required for controls and equipment. • C. The Electrical Contractor shall furnish disconnect switches with seal- tite flex for all motors if they are not furnished as part of the equipment. D. All control wire shall be 7`12 AWG copper in conduit unless otherwise noted. 16B 11 of 11 SECTION 16C STAND-BY GMIERATOR . 1 .0 SCOPE 1 .1 The work includes design, fabrication, testing, and delivery of an engine-driven stand-by generator set as indicated within this specification, completely assembled, tested and ready for installation. 1 .2 Technical assistance, if requested, for installation and placing in service. 2.0 IMIS NOT nTCLUD=- 2.1 Foundation and foundation bolts. = 2.2 Unloading and installation. 2.3 All external connections to the equipment. . e 2.4 Automatic transfer switch. 3.0 ABBIRM-71ATIO-INTS C^ TBCMTICAL 03GLVIZA+IONS 3.1 T7, - Institute of Electrical and Zlectronic Engineers. • 3.2 ANSI - American National Standards Institute. 3.3 `T AIA - National ? ectrica? Manufacturer's Institute. 3.4 A�TI.4 - Anti-Friction Sea= ng Hanufacturer's Association. 3.3 ASc� - Association of Mechanical 2ngi»eers. 3.6 `TBC - National Electrical Code, 3.7 Califo=ia Md =inist_ativ9 Code, Title 24, Part 3. 4.0 CODES TD STLSDAIRDS 4.1 General: The seller shall control the quality of items and services to meet the reauirements Of this suecifi— cation, applicable codes and standards, and other zro- curement documents. r.2 The set s:ec__=a^ o� or ex:end t'-,e =atzst arolicabz e stan dards at the ^.ate o- the purchase c'}.o'=^ee=ent =o?' ;hose or-=i3at1ons listed it Sec-vion 3. �.► - 7 5.0 COO?JL,• T707 :�'T=''� Vit= �QU?'�2• ?T 5.1 Th9 -e le=ato= "-nufa.^.u rem arse-Dle w e enElze and . gene--a=_ on a co=on. base alae and ass.:me complete r esDo:sib=lily ::o-?% l►:e zliz�ent of 6he engine-genemto= assenbly under oDe=eL, *lr condi�.:OZS• 5.2 The =eze_a t or mom,,mac tuner eil 1 as sure complete =e- sDonsibilily fo= t'.'!e enti_e asse^bly so that Yiiere Trill be one • o_ s;:,-ply anC =esDonsioility. 5.3 T a e==,i^_,.'-gene=2T,o= set shall be L"ounted outdoors and is t0 be provided •,r.ith a suitable enclosure to protect the equipment frog: the elements. 6.0 -UT�,GS A N7 00. DT1mT0,,S 0?. SZ-1 02 6.1 =^e unit shall be rated fo= operation below 3000 feet. 6.2 Iii^i== ambient ODe=aI.ing te3Jer2.Ture Will be 001 Ha:' .ru--1 ambient ope_atino te•,oe:atu=e trill be 1200„. 6.3 The aril s z,i 1 be :-,-a--=an-.ed nor a period o: five yews .L=O= t'ne date o: initial sta-w6 uD. 6.4 The ecuirent s2hall be caDablz of =* ening up sated load :riT.hin 60 seconds after receipt of the start signal and ca'*=Ping its = .ed load cont u0usly. • 6.5 The e= ne-generator set shall be designed 'or a 20-year se=,,--ice life. Occasional reDlacement of components may be =eouired to ac:^.levet his design life. 6.6 lloise level test shall be De=fo=rmed upon this unit or similar snits. The engine generator shall not produce a noise level exceeding those levels set by OSHA for engine-c ne_ Ya s or this mane. Ce=t f icat. on o= com- pliance o -pliance is recui=ed. 7.0 1C TCI=S 7.1 The =.anufac tuner shall p=ovide a record of efficiencies at 2552', 50;a', 75:%, 10096 2md 1259% loading with rated voltage and ==--auency maintained at the generator teraimmis. 8.0 FABP_CItTo 8. 1 All l Da=is o= -.he eeni=en t subject ;.o :lea= and =eplace- mert s'mAl i be =ade -to cor.Dl y ?fi mi ,e tole_ -aces mmecessZy to ?nsu=e inte=c"2no-eabilitj' . ?arts paring t.'a same za:t number s;--all be _eadil i—te_changeabie. The aes_o shah D_ov-de easy access and _eplacement o_' Da=ms 1. necessary. • x9438 8.2 311 metal parts including screws, bolts, nuts, springs, studs, and other miscellaneous fittings shall be of corrosion resistant material or coated vrith an industry • standard, corrosion resistant finish. 9.0 VIDRAT IOil 9-.1 The amplitude of vibration at rated speed shall not exceed the values listed in *TMU Standard I.1G1-20.52 measured in accordance with MG1-20•.53. This value must not exceed those limits set by the Association of Mech- anical Zagineers for engines of this type. 10.0 iT=G DIAGRAM AND SCHM-LAO CS 10.1 The manufacturer shall furnish iriring and schematic diagrams for the engine and generator. He snail also furnish interconnecting ;ding diagrams sho%•ring connec- tion to individual components which constitute the stand- by power unit. 11 .0 2A`TUALS 11 .1 Five conies of insti-action manuals shall be fixcm.i.shed. 11 .2 The instruction manuals s'nall cover every item purchased including materials which the seller obtained from a sub-supplier. 11 .3 The instruction manuals shall contain one section cover- ing maintenance and periodic test procedures. 11 .4 ILTe na uals shall cont i^ a recd=ended spare parts list complete with a part identification numbering system. 12.0 I':-;S^_TG 12.1 The engine-venerator and all componentsc s all be tested in acco;d2nce with apalicable standards of those o_t-ani- 2ations listed in Section 3. 12.2 Certified copies of all test reports shallbe provided noting the standard being complied frith for the buyer's review, 13.0 G..x`^R..1 OR 13. 1 Sat_; -j z7A x.35 Mower efacto_, 120/208 •:oils, 3 phase q :•ere, 00 13.2 The � -Aene_ato_ sh = oa'17 1 =z C a5S tO�C�`i T'jse ins 'c:?— at-ion. 13.3 T.e gene=ator excite= stall be of the alte--nat Lng cur=e«t b---us—less type, di ecw-ly connected t ong» silicon .,t-►►e do.._s To the a- .._aYo .. _e_ .- Y s a,1 be =or'nted cn the Bane=ato= s:aft -citrin t e . C�a c'rat0_ housing. Access oze i �s with =e orab-le -laces s�a11 be �_ovidez to allow necessa_- =ainten- ez ce of _ctatwin - diodes. 13." electrical Des ' - a. Voltage: she voltages speci_ried herein a=e 'basel ' on •:8 lie-to-1.e values, not on average values of t a i►:.div=dua Phase 'v al Lies. The voltage =ega- lato_ s2ha?l =aintain the voltages at the gene=ato_ tee_mals to 1 296 for all loads within the full load rated capacity of, the gene=awo=. The dis- mia�e=ent bet:veen p ases o- t'ra fu*+daWental voltages shall De wit' n 1i its Of 117.70 t0 122.50. -ae Phase voltage :rave fo= shall be ti:it in the fol?o:•r- Ig 1 omits for all nc==al o-je=aging co«dieions of - e sy5Ye=. 1 . Cres:. _actor 1 .41 1 10500 2. TO�cl ?L':j h."r0:�.^. CO«:.8«t, 3.75o Of the :',= v 3. Any single ha► c:.: ;. C not o exceed 2.5 ' of the • fu:dare«cal. These =ecu-,.--e=enws are to be inherent in t_he gen- erat o= azd sham b e =et tirithout the use of f ile b The steady-state synch=ono•:�s r �ctT: TCl' shall be 60 he z. The frequency shall not be less than 58.5 h=I. at rated output. c. =:i ect:o=aetic is terferewce conducted over outgoing lines o: radiated fro= the ge=e=ato= shall be mini- =- izeC to 161he extent that static Powe= s i Vc1.ing de- vices or loti:-level tem aced circuitry used in :. equipment pouvered from the generator will not be subjected to e=ratic trigge=i.- f:on tris source. 13.5 :ns t--umentation - The generator shall have a local panel ;i'ht Y the 1�llolamr =a- eou► me»t md,=ted upon 1t: a. AC a-, T1ete_: + 29 acC'.,;:acy. D. 4.=. e,16,1 e-- t=an S_-'" s:'rit%he c. 4C volt=ete=: ± 15a' accuracy. • ` • �. : 00440 d. Voltmeter transfer switch (line-to-Line and line- to-neutral) . e. Static Voltage Regulator with associated controls: ± 2a" accuracy; ± 1O% range. f. Stator temperature indicators (one per phase) sensing from copper-constatan thermocouples. 1 . Generator high temperature will shut down the engine-generator set and ala= the condition by an indicator light. The ala= light shall remain illuminated until acknowledged. g. Generator Overload Protection. h. Over-voltage shutdo m protection. i. Frequency meter. j. Running time meter. 13.5 The generator housing shall contain space heaters to prevent condensation ait'hin the enclosure. Heaters shall be de-energized during generator operation. 13.7 d ground pad shall be attached to the engine-generator base plate. 13.8 Testing of the generator shall be in accord with T= standard 112A. 14.0 y?C-L J A Ii quid pe vrol eu=—.T.ueled engine sbal l be �:a prime ILEO?e: for the generator. 14.1 The engine shall be water cooled with mounted radiator, fan, and pump. 14.2 lubrication shall be full pressure as supplied by a positive displacement lube oil pu�:-^p. 14.3 The engine sr_a11 have an air cleaner and oil filter with replaceable elements. 14.4 The carburetor shah be for lia_uid uetroleum with a secondary regulator. 1speed s _all be gove=ed by a mechanical frove=or two '^ i" to n 3-nerato: __eauency wl'; __o_ no- load to =ul 1 -1 oa,4 14.00" Zngin a over-speed :ri?1 cause the en_5= e to shut do:� by shutting o:l the feel sti Duly. _—:, cone-t_o» ;:111 be ala=ed similar l:r to Zane_a4or parao�ph 13.5 Cy) . 1% The l have To!"W' i n g ' e . • 2 en;�O s te al_ ve a 12 vo Y oa„ Y _J c_-ra--.._� � system a` volta=e relullato and C1IE—t-gi- 2- el.- ?•"e.-e • • 14.8 The engine shall have a c'_"ankIng limiter to oDen the c-4-Cu-it in aDDro i=ataly 60-90 seconds if the en ne fails to sta=-. k*i t hfi- Zt'Ye.�".�aD Los• to start shah be aade %:•ith a 90-second rest period between sta-,ts. Should the ergine fail to start at .the termination of the third c=a-1:_4-., period the engine shall be shut down and the conlition alarmed, similar to generator over-temperature, paragraph 13.7 (f) . 14.9 The eng_ne Inst=,rent panel shall have the *ollou-ing ecuipneTt no,.:ated upon it: a. Cil pressure gauge. b. . Coolant tenpe=ata=e gauge. c. cattery c harg4 g meter. d. Start-Stop-remote control station. ' 14.10 High engine temperature, loss of fuel, and low pressure shall be ala_-wed and shut doiz, the engine as described in para!aph 13.7 (f) • i 14.11 The en,=ine oil Su=p and water coolant Jacket shall be provided :lith immersion type heaters to aid -in engine start ng. These heaters shall be de-energized dui=ing engine operation. 14.12 The engine shall be provided with a drip pan. 17.0 DRi.,M, GS - -i cluz—i-g overall dimensions, weights. mounting details, fuel connection, control Connections, and p=i=ary Dower con nections shall bel p�r�lowv�i�.d�e+d ltii-min 3 weeks after receipt of ar. Qgre emen . to Durc!las e• 16.0 SnIO ?%�?T - The buyer reserves the right to witness factory testin= prior to shipment, and shall be notified in writing in sufficient toi7me so that he may attend the testing without undue a=dshiv. 17.0 p�_CGT'u G 17.1 The en=='2e-.ceneraDor Set Steal_ be Dackar ed to -insure Sa_e arrival end safe Sto_a=e at the cons"C'=uctiOL site. The S^.iDDin= conta'ier will be Clearlywar:.2d to identl_y contents and any site storage _eoui_enents. • 17.2 Mae set shall be shi-=ed conplete?y assembled. . ._ 17.3 A.1 stora?e is st_­ucti ons sham cover a storage period wt o= 90 days mi n i-jn. 1 S.0 S=- PrIG MTSTRUCTIONS - No equipment shall be shipped fro= its point of manufacture before notification_ to buyer of the pending shipaent nor before receipt of the buyer's author- ization to snip. IN THE BOARD OF SUPERVISORS OF CONTRA COSTA COUNTY, STATE OF CALIFORNIA Compensation for Juvenile ) Court Referees and Family ) RESOLUTION NO. 78/ 3 3 - Law Commissioner ) The Contra Costa County Board of Supervisors RESOLVES that: 1. On January 10, 1978, the County Administrator submitted a report on compensation for Juvenile Court Referees and the Family Law Commissioner, and this Board has thoroughly considered it and now approves it. 2. The compensation as recommended by the Superior Court, (Govt. C. §70141.11) , for the Juvenile Court Referees (Referees) (Welf. & Inst. C. §247) , and Family Law Commissioner (Commissioner) is in lieu of any other compensation and benefits provided, and shall be as follows: a. Salary. The salary of the Referees and Commissioner shall be 75% of the lowest salary payable to Superior Court Judges. Due to pending litigation concerning judges' salaries and an Attorney General's Opinion (60 Ops. Cal. Atty. Gen. 153 (1977) , there is uncertainty as to the judges' salary to be used as a base. Therefore, the Board sets the salary for each Commissioner and Referee at $36,874.56 per annum to be paid at $3,072. 88 per month, pending resolution of the current uncertainty and until the Board takes further action. b. Vacation. Each Referee and Commissioner shall be entitled to 21 working days vacation per calendar year which may be taken at any time during the calendar year with the approval of the Presiding Judge, and which may not be accumulated from year to year. Unused vacation shall not be subject to compensation upon the separation of a Referee or Commissioner. A County employee who is appointed to a position of Referee or Commissioner (including present Referees and Commissioner) shall be paid at the prior salary rate for vacation unused prior to appointment or prior to the effective date of this Resolution, whichever is later. Referees and Comis- ioners will be credited with vacation on a pro rata basis in the initial year of appointment. c. Sick Leave. Referees and the Commissioner shall accumulate sick leave in the same manner as do other County employees, and its usage shall be subject to the same rules, regulations and limitations as for other County employees (the Presiding Judge being the "appointing authority") . RESOLUTION NO. 78/j 3 09444 _ - . - r r r- 2. d. Insurance, etc. Referees and the Commissioner shall be entitled to the same County group insurance and health plan benefits as are County management employees (Government Code Section 53200.3 and 22754.1) , and are members of the County Employees Retirement system pursuant to government Code Section 31554 . 3. This Resolution is effective as of January 10, 1978. JAN 10 1978 Adooted av the .._ ... Orig. Dept. : County Administrator CC: Presiding Judge of the Superior Court Superior Court Administrator Auditor-Controller Director of Personnel RESOLUTION NO. 78,6 3 _ -County Administrator Cwtra Board of Supervisors iatnes P.Kenny County Administration Building Costa tst District Martinez,California 94553 Nancy C.Fanden (415)372-4080 County o �� 2nd District Arthur G.Will �./V�•� Robert t.Schroder County Administrator 3rd District Warren N.Boggess 4th District Eric H.Hasse"Ine 5th District December 30, 1977 FJ E E I V E D AN" Q 1979 J. R. OISSON CLERK BOARD OF SUPERVISORS ONTRA C05TJk CO. Board of Supervisors Administration Building, Room 103 Martinez, CA 94553 Dear Board Members: Re: Compensation for Juvenile Court Referees and the Family Law Commissioner By letter dated May 10, 1977, Coleman F. Fannin, Presiding Judge of the Superior Court, requested that the salary of the Family Law Commissioner (Wayne Westover) and the Juvenile Court Referees (Douglas Corbin and Mark Thomas) be raised to a level equal to 80 percent of the salary of a Superior Court Judge. SUMMARY OF REQUEST Superior Court Judge's Salary - $49,166 ($4097.16 per month) Family Law Juvenile Court Commissioner Referee Present Salary (Top Step) $32,880 $32,088* Percent of Superior Court Judge 66.9% 65.3% Requested Salary (80% of Superior Court Judge) $39,333 $39,333 Increase $ 6,453 $ 7,245 Percent of Increase 19.6% 22.6% *Douglas Corbin actually receives $32,880 in salary because he is an attorney (a 2.5% differential) . Mark Thomas actually receives the same due to his receipt of the 2.5 percent management longevity pay. So in effect, all three positions receive the same pay. 00446 Microfilmej :ON 1-narci order, 2. Recommendation After analysis of the supporting data submitted by the Superior Court and discussion of the organizational and administrative impli- cations with the Civil Service Department, Auditor-Controller, County Counsel, and Judge Fannin, it is recommended that the salary of the Juvenile Court Referees and Family Law Commissioner be increased to equal 75 percent of the salary of a Superior Court Judge, with clari- fication of benefits as specified in the attached resolution. Imple- mentation of this compensation plan would convert the salaries of both classifications from the current salary ranges to a flat rate at 75 percent parity with Superior Court Judges. The parity would be maintained without regard to salary adjustments received by other classes in the County service. It is understood that this could result in no salary adjustment for the Family Law Commissioner(s) and Juvenile Court Referees in a year in which Superior Court Judges did not receive a salary increase. It has been under discussion with the Court since early last summer, and the outcome represents a tentative long-range solution to both a 1977-78 salary request and a continuing salary problem. (V&erulyy urs, ARTHUR G. WILL County Administrator MCB:es cc: Presiding Judge of the Superior Court Superior Court Administrator L-'Auditor-Controller Director of Personnel X1044`1 IN THE BOARD OF SUPERVISORS OF CONTRA COSTA COUNTY, STATE OF CALIFORNIA In the Matter of Approval of ) RESOLUTION NO. 78/34 the Final Map of Subdivision 5028, ) Walnut Creek Area. ) The following documents were presented for Board approval this date: The Final Map of Subdivision 5028, property located in the Walnut Creek area, said map having been certified by the proper officials; A subdivision agreement with WARREN RICHARDS, subdivider, wherein said subdivider agrees to complete all improvements as required in said subdivision agreement within one year from the date of said agreement; Said documents were accompanied by the following: Security to guarantee the completion of road and street improvements as required by Title 9 of the County Ordinance Code, as follows: a. Surety Bond (No. 1-856-419) issued by The Ohio Casualty Insurance Company with Warren Richards as principal , in the amount of $6,800.00 for Faithful Performance and $7,300.00 for Labor and Materials; b. Cash deposit (Auditor's Deposit Permit Detail No. 04818, dated December 21 , 1977) , in the amount of $500, deposited by: Warren Richards. Letter from the County Tax Collector stating that there are no unpaid County taxes heretofore levied on the property included in said map, and that the 1977-78 tax lien has been paid in full . NOW THEREFORE BE IT RESOLVED that said Final Map is APPROVED and this Board does not accept or reject on behalf of the public any of the streets, paths, or easements shown thereon as dedicated to public use. BE IT FURTHER RESOLVED that said subdivision agreement is also APPROVED. PASSED BY THE BOARD on January 10, 1978. Originating Department: Public Works Land Development Division cc: Public Works Director-LD Director of Planning Warren S. Richards 718 Ironbark Ct. - Orinda, CA 94563 RESOLUTION NO. 78/34 ~ • � BOND W. 1-856-419 I � PR@IIUN: $110.00 E D . IMPRJWEIMT Sc CURL^•Y BOND !AN 10 1978 FOR SUBDIVISION AGRr .:SEN., ' CUM WAW OF L , (Performance, Guarartee, and Payment) w co.WO (Calif'. Government Code 5566499-66499.10) 1. CELIGAT_TCV. Yemen Rirl�erde a5 ?r=:1ClZI , and THE OHIO CASUALTY INSURANCE COMMY , corporation organized an3 exist-ng under the laws of the tate o OHIO and auzhoriced to transact surety business in. California, as Surety, hereby fointl;; and severally bird ourselves, our heirs, executors, administrators, successors, and assigns to the County of Contra Costa, California, to pay it: (A. Performance & Guarantee) s h dol lar_ Dollars f or Itself or an7 c-ty-assignee under the belox-county subdivision agreement, plus (h. Payment) rJ011arS w7300_00 to Secure ine claims **a which reference is made in Title 1:+ ,comn.Wncing with Section. 3032) of Part a of Division 3 of the Civil Code of the State of Califor- nia. 2. RECITAL Os SUBDIVISI017 A^WLwEAE T. The Principal has executed an aereament with the County to install and pay for street, drainage, and other improvements in Subdiv4.3ion :lumber502a , as specii'ied in the ' Subdivision Agreemenz, and to complete said work within the time specified for co-:pletion in the Subdivision Agreement, all in accordance with State and local lags and rulings thereunder in order to satisfy conditions for filing of the Final :Map or Parcel Map for said Subdivision. 3. CONDITIv"!. A. The condition_ of this obligation as to Section i.(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 perform the covenants , conditions and provisions in ts:e said agreement and any alteration thereof made as therein provided, on his or its part, to be kept and performed a- the time and In the manner therein specified, and in all respects according to their true Intent and meaning, and shall indemnify and sage harmless W' e County of Contra Costa (o: cit; assignee) , its officers, agents ani employees, as therein stipulated, then this obligation shall become null and void; otherwise it shall to and remain in full force and effect. As a part of the obligation secured hereby and in addition to the face amount specified therefor, there shall :e included costs and rea,oc- able expenses and fees , including reasona:le attorney's fees, incurred b County (or city a33Ig.nee) in successfully enforcirr such ocligatizn, all to be taxed as costs and included in any judgment rendered. B. The ccnai Ion of this cblleation as to Section '_. (?) above s 6'hat said Prirciral and the underz!jrne" as r. w w t �S g%4 " ..� ...� 4 �O a.e curet.1 are held fir yly bounce ^.to t.6 County of Contra !Costa anal a!: cortrac:ors, su:contractors, laborers, material en and other perso^.s a rnldye�d int e pet'fc—ante of &ne cfore0s!4 agreement and referred to In the afaresais: Civil Coce for materials furnished cr labor thereon of any kind, or for _l- MkrOfi!msd wilt booed actor - - STATE OF CALIFORNIA Contra Costa ...........•••-•-•••.....county of............... On...- _ December 13 77 Doris R. Grills r►+e...-............._- a Ngt¢nr Public,iA and,{grCcaT;fls'personally appeared------ ---___ ----_.._. __ WW ;ren _ OFFICIAL stagy ......................-.._....... DM R Wuu known to me to be the person._. whose name•..JS...... W&W��-emu CWrm=A COLWY to the within instrument, and acknowledged tofr that ....he.... executed the same. Mf Ummo r,Ems 0*W i Im /i` LQ �. 10-3-81 ' hly commicsiox expires................._...-�---•-•--• ................._....... Notary Public Doris R. Grilli Microfilmed with board order ��)450 JL ' amounts due under the Unemployment Insurance Act with respect to such work or labor, that said surety will pay the sane in an amount not exceeding the amount 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 corporations entitled to file claims under Title 15 (commencing with Section 3082) 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 the condition of this bond be fully performed then this obligation shall become null and void, otherwise 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 waives the provisions of Calif. Civil Code §2819, and holds itself bound without regard to and Independently of any action against Principal whenever taken. SIGNED AND SEALED on December 13, 1977 PRIr:CIPAT SURETY " /J THE 0 I U IN E .CMANY•'' ' Warren Richards By State of California )ss. (ACKNOWLEDGMENT BY SL' TY); County of AT.AMEi�1 ) On December 13- 1977 , the person(s) whose name(s) is/are signed above for Surety and who is/are known to me to be Attorneys)-in-fact for this Corporate Surety, personally appeared before me and acknowledged to me that he signed the name of the Corper ion _s Su and his/ •' thei^ own na:ae-Cs) as its tttorney(s)-in-ra "- • D •:ti ; L r a •::: . 6 .::!;' ..::: .:::t:::.:::•: tlti:iS..::::t::::s: 'o'ary . ubl c f Cour.-U and State (Rev. 2/76) LD-U - EBH:bw - -2 09451 Miaofi,n-ad %vith bmrd or► SUBDIVISION AGREEMENT (§1) Subdivision: 5028 (§1) Subdivider: WARREN RICHARDS (Government Code §§66462 and 5966463) (§1) Effective Date: January 10. 1978 (§1) Completion Period: one year 1. PARTIES F DATE. Effective on the above date, the County of Contra Costa, California, hereinafter called "County", and the above named Subdivider, mutually promise and agree as follows, concerning this subdivision: 2. IMPROVEMENTS. Subdivider shall construct, install and complete 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 improvement plans of this subdivision as reviewed and on file in the County's Public Works Department. Subdivider shall complete this work and improvements (hereinafter called "work") within the above completion period from date hereof as required by the California Sub- division Map Act (Government Code §§66410 and following), 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 conflict between the improvement plans and the County Ordinance Cede, the stricter requirements shall govern. 3. GUARA.TEE. Subdivider guarantees that the work is and will be free from defects and will perform satisfactorily in accordance with Article 94-4.4 of the County Ordinance Code; and he shall so guarantee it for one year after its completion and acceptance against any defective workmanship or materials or any unsatisfactory performance. 4. IMPROVEMENT SECURITY: Upon executing this agreement, Subdivider sha11, pursuant to Government Code §§ 66499, deposit as security with the County: A. For Performance and Guarantee: S 500.00 cash, plus additional security, in the amount of S 6,800.00 which together total the estimated cost of the work. Such additional security is presented in the form of: ❑ Cash, certified check, or cashier's check ® Acceptable corporate surety bond ❑ Acceptable irrevocable letter of credit With this security the Subdivider guarantees his performance of this agreement and of the :,pork for one year after completion and acceptance thereof against any defective workman- ship or materials or any unsatisfactory performance. (Upon completion of the work, Subdivider may request reduction of the amount of this bond in accordance with County Ordinance. B. For Payment: Security in the amount of $ 7 300.00 which is the estimated cost of the work. Such security is presented in the form of: ❑ Cash, certified check, or cashier's check ;M Acceptable corporate surety bond ❑ Acceptable irrevocable letter of credit With this security the Subdivider guarantees payment to the contractor, to his subcon- tractors, and to persons renting equipment or furnishing labor or materials to them or to the Subdivider. F I L E D JAN 10 1973 J. R. O:SSON - Micro�ilmed with board order CLERK SO—!) USUPERVISORS CON.RA (;0 ; ;A CO. 094.52 5. WARRANTY. Subdivider warrants that said improvement plans are adequate to accomplish this work as promised in Section 2; and if, at any time before the County's resolution of completion for the subdivision, said improvement plans prove to be inadequate in any respect, Subdivider shall make changes necessary to accomplish the work as promised. 6. NO WAIVER BY COUNTY. Inspection of the work and/or materials, or approval of work and/or materials inspected, or statement by any officer, agent or employee of the County indicating the work 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 pay- ments 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 damages arising from the failure to comply with any of the terms and conditions hereof. 7. I`DEMNITY. Subdivider shall hold harmless and indemnify the indemnitees from 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, commissions, officers, agents and employees. B. The liabilities protected against are an), liability or claim for damage of any kind allegedly suffered, incurred or threatened because of actions defined below, and including personal injury, death, property damage, inverse condemnation, or any combi- nation of these, and regardless of whether or not such liability, claim or damage was unforeseeable at any time before the County reviewed said improvement plans or accepted the work as completed, and including the defense of a:,v suit(s), action(s) or other pro- ceeding(s) concerning these. C. The actions causing liabilit} are any act or omission (negligent or non- negligent) in connection with the matters covered by this Agreement and attributable to the Subdivider, contractor, subcontractor or any officer, agent or employee of one or more . of them. D. Von-conditions: The promise and agreement in this section is not conditioned or dependent on whether or not any Indemnitee has prepared, supplied, or reviewed any 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 damage resulted partly from any negligent or willful misconduct of any Indemnitee. S. ' COSTS. Subdivider shall pay when due, all the costs of the work, including inspections thereof and relocating existing utilities required thereby. 9. SURVEYS. Subdivider shall set and establish survey monuments in accordance with the filed map and to the satisfaction of the County Road Commissioner-Surveyor. 10. NONPERFOR.UANCE AND COSTS. If Subdivider fails to complete the work within the time specified in this Agreement or extensions granted, County may proceed to complete them by contract or otherwise, and Subdivider shall pay the costs and charges therefor immediately upon demand. If County sues to compel performance of this Agreement or recover the cost of completing the work, Subdivider shall pay all reasonable attorneys' fees, costs of suit, and all other expenses of litigation incurred by County in connection therewith. 11. ASSIGsMMENIT. If, before County accepts the work, the 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 them. -2- • Allicro,i:med with board order X104W 12. RECORD MAP. In consideration hereof, County shall allow Subdivider to file and record the Final Map or Parcel Map for said Subdivision. CONTRA COSTA COUNTY SUBDIVIDER: (see note below) Vernon L. Cline, / r Public Works Director / Warren Richards By � _' B Deputy (Designate official capacity in the buisiness RECOMMENDED FOR APPROVAL: Note to Subdivider; (1) Execute acknowledg- ment form below; and if a corporation, affix corporate seal. Assistant Pu is Works Director (CORPORATE SEAL) FORM APPROVED: JOHN B. CLAUSEN, County Counsel State of California ) (Acknowledgment by Corporation, Partnership, County of Contra Costa )ss• or Individual) On December 19. 1977_, the person(s) whose name(s) is/are signed above for Subdivider and who is/are knwon to me to be the individual(s) and officer(s)' or partner(s) as stated above who signed this instrument, personally appeared before me and acknowledged to me that he executed it and that the corporation or partnership named above executed it. OrrIcIA (NOTARIAL SEAL) N/e�/t�: ,Q:.0/c� mATIR; rbs��CJ_'t;IY n ly C^IRf1M"L[.= :;G-.a:11911 Notary Public for said County and State (Subdiv. Agrmt. CCC Std. Form) LD-9 (Rev 1/77) OrrociAL 5[AL BORIS R.GR!LLI ICTYi IUA4—CUt:i141A COY1RA COSTA 1-104 iTy • rf C.�+�wn F.�r�t pOppN 3.1911 f I04C 4 Microfilmed with board erdtr EDWARD W.LEAL ALFp£o P.Lomew County Treasurer»Ta*Cotlsclst Assistant County Troosurtr- Tas C*Uoctor' TAX COLLECTOR'S OFFICE First and a Payable of Ta*.. firsCONTRA COSTA COUNTY Vou faetaffnoa:.!Taxes Due nad Payable DeUnqtroat an tho First Day of Noesebw as tho Teatb Day of December MARTMEZ. CALIFORNIA __________- __ Second Installment of Taloa Psoso 22"WO.Est'2365 Second fnstaffawal of Tait* Due aad Payable Debmq"ef so the First Day of FobnoM January 3, 1978 *a the T'ontlr Day of April IF THM MCT IS NOT FILED BY F."''..RUA.RC 281 19 78 , THIS iz--n St IS VOID This -,ill certify that I have examined the map of the p_raposed subdivision entitled: TRACT NO. 5028 . and have deterfnined from the official tax records that there are no unpaid county taxes heretofore levied on the property included in the map. The current 197'-78 taut lien has been paid in full, ED`e" W. ISAL Tau Collector FF 1 L E D J. R. CLS-50N CLERK BOARD OF SUPERVISORS C NT, ST CO. s Micro-i!med with board order IN THE BOARD OF SUPERVISORS OF CONTRA COSTA COUNTY, STATE OF CALIFORNIA In the Matter of Approval of ) RESOLUTION NO. 78/35 the Final Flap of Subdivision ) 4829, Walnut Creek Area. ) The following documents were presented for Board approval this date: The Final Map of Subdivision 4829, property located in the Walnut Creek area, said map having been certified by the proper officials; A subdivision agreement with Silverwood Development Company, subdivider, wherein said subdivider agrees to complete all improvements as required in said subdivision agreement within one year from the date of said agreement; Said documents were accompanied by the following: Security to guarantee the completion of road and street improvements as required by Title 9 of the County Ordinance Code, as follows: a. Surety Bond (No. L05-002693) issued by Balboa Insurance Company with Silverwood Development Company as principal , in the amount of $166,100 for Faithful Performance and $166,600 for Labor and Materials; b. Cash deposit (Auditor's Deposit Permit Detail No. 04860, dated December 22, 1977 ); in the amount of $500, deposited by: Silverwood Development Company. Letter from the County Tax Collector stating that there are no unpaid County taxes heretofore levied on the property included in said map, and that the 1977-78 tax lien has been paid in full . A cash contribution (Auditor's Deposit Permit Detail No. 04860 dated December 22, 1977) in the amount of $13,750.00 toward one-fourth the"cost of future signalization on Bancroft Road at Banbury Drive. NOW THEREFORE BE IT RESOLVED that said Final Map is APPROVED and this Board does not accept or reject on behalf of the public any of the streets, paths, or easements shown thereon as dedicated to public use. BE IT FURTHER RESOLVED that said subdivision agreement is also APPROVED. PASSED BY THE BOARD on January 10, 1978. Originating Department: Public Works Land Development Division cc: Public Works Director-LD Director of Planning Silverwood Development Company 1033 Detroit Avenue Concord,. CA 94520 RESOLUTION NO. 78/35 nt�4�s SUBDIVISION AGREEMEN7 (§1) Subdivision: Tract x#4829 01) Subdivider: Silverwood Deve opment (Government Code §§66462 Co. , A Partnership and 5966463) (§1) Effective Date: 12/19/77 (§1) Completion Period: 1 year 1, PARTIES & DATE. Effective on the above date, the County of Contra Costa, California, hereinafter called "County",. and the above named Subdivider, mutually promise and agree as follows, concerning this subdivision: ` 2. IMPROVE,MEIM. Subdivider shall construct, install and complete 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 t amendments, and all improvements required in the improvement plans of this subdivision as reviewed and on file in the County's Public Works Department. Subdivider shall complete this work and improvements (hereinafter called "work within the above completion period from date hereof as required by the California Sub- division Map Act (Government Code §§66410 and following), 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 j there is a conflict between the improvement plans and the County Ordinance Code, the stricter requirements shall govern. 3. GUARAM'�fEE• Subdivider guarantees that the work is and will be free fron defects and will perform satisfactorily in accordance with Article 94-4.4 of the County Ordinance Code; and he shall so guarantee it for one year after its completion and acceptance against any defective workmanship or materials or any unsatisfactory perllormance. 4. IMPROVEP1EtiT SECURITY: Upon executing this agreement, Subdivider shall, pursuant to Government Code §§ 66499, deposit as security with the County: A. For Performance and Guarantee: 5500. 00 cash, plus additional t security, in the amount of $166, 1 00. which together total the estimated cost of the work. Such additional security is presented in the form of: ❑ Cash, certified check, or cashier's check ® Acceptable corporate surety bond (] Acceptable irrevocable letter of credit With this security the Subdivider guarantees his performance of this agreement and of the work for one year after completion and acceptance thereof against any defective workman- ship or materials or any unsatisfactory performance. Upon -completion of the work, Subdivider may request reduction of the amount of this bond in accordance with County Ordinance. B. For Payment: Security in the amount of $ 166, 600. QQ;}1ich is the estimated cost of the work. Such security is presented in the form of: { ❑ Cash, certified check, or cashier's check [Q Acceptable corporate surety bond ❑ Acceptable irrevocable letter of credit With this security the Subdivider guarantees payment to the contractor, to his subcon- tractors, and to persons renting equipment or furnishing labor or materials to them or to the Subdivider. FI LED -1- jArd 10 197? b J. R. OLSSON 1 1 C►� Microfilmed Wjt�l CLERK BOARD OF SUPERVISORS l card order SPINIT COS�TA.co. 1 r • S. W.4RRANITY. Subdivider warrants that said improvement plans are adequate to accomplish this work as promised in Section 2; and if, at any time before the County's resolution of completion for the subdivision, said improvement plans prove to be inadequate in any respect, Subdivider shall make changes necessary to accomplish the work as promised. 6. NO WAIVER BY COUNTY. Inspection of the work and/or materials, or approval of work and/or materials inspected, or statement by any officer, agent or employee of the County indicating the work 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 pay- ments 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 damages arising from the failure to comply with any of the terms and conditions hereof. 7. INDEMNITY. Subdivider shall hold harmless and indemnify the indemnitees from 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, commissions, officers, agents and employees. B. The liabilities protected against are any liability or claim for damage of any kind allegedly suffered, incurred or threatened because of actions defined below, and including personal injury, death, property damage, inverse condemnation, or any combi- nation of these, and regardless of whether or not such liability, claim or damage was unforeseeable at any time before the County reviewed said improvement plans or accepted the work as completed, and including the defense of any suit(s), action(s) or other pro- ceedings) concerning these. C. The actions causing liability are any act or omission (negligent or non- negligent) in connection with the matters covered by this Agreement and attributable to the Subdivider, contractor, subcontractor or any officer, agent or employee of one or more of them. . D. `'on-conditions: The promise and agreement in this section is not conditioned or deFendent on whether or not any Indemnitee has prepared, supplied, or reviewed any 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 damage resulted partly from any negligent or willful misconduct of any Indemnitee. 8. ' COSTS. Subdivider shall pay when due, all the costs of the work, including inspections thereof and relocating existing utilities required thereby. 9. SURVEYS. Subdivider shall set and establish survey monuments in accordance with the filed map and to the satisfaction of the County Road Commissioner-Surveyor. 10. NOKPERFOPMANCE AND COSTS. If Subdivider fails to complete the work within the time specified in this Agreement or extensions granted, County may proceed to complete them by contract or otherwise, and Subdivider shall pay the costs and charges therefor immediately upon demand. If County sues to compel performance of this Agreement or recover the cost of completing the work, Subdivider shall pay all reasonable attorneys' fees, costs of suit, and all other expenses of litigation incurred by County in connection therewith. 11. ASSIGNMENT. If, before County accepts the work, the 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 them. -2- Microfilmed with board order B� l� 12. RECORD MAP. In consideration hereof, County shall allow Subdivider to file and record the Final Map or Parcel Map for said Subdivision. CONTRA COSTA COUNTY ` SUBDIVIDER: (see note below) Vernon L. Cline, Silverwood Development Co. , Public Works Director A Par r hip B Y DeQuty esi a ficial: capacity in the buisiness Carglo Z cchi, President r RECOMMENDED FOR APPROVAL: Note to ubdivider• (1) Execute acknowledg- ment rm below; and if a corporation, affix: c orate seal. By Aisisfane Publicrks Director (CORPORATE SEAL) FORM APPROVED: JOHN B. CLAUSEN, County Counsel State of California ) (Acknowledgment by Corporation, Partnership, County of Contra Costa )ss- or Individual) On December 19, 1977, the person(s) whose name(s) is/are signed above for Subdivider and who is/are knwon to me to be the individual(s) and officer(s)' or partner(s) as stated above who signed this instrument, personally appeared before me and acknowledged to me that ' he executed it and that the corporation or partnership named above executed it. C?riCIAL SEAL A6, &0 (KOTARL4I. SEAL) --� DOROTHY LORANGf rcrAr,w.r.�t-uL:F�xw 71M F:M OPAL MICE fM "uu'-,A``w,rDorothy Lorange r Pow►rais�oo EipMrs Ottobw a.19'31 ?Notary Public for said County and State (Subdiv. Agrmt. CCC Std. Form) LD-9 (Rev 1/77) t Microfilmed with board order 0 )4C)9 STATE OF CALIFORNIA COUNTY OF } SS. December 19 77 .......------- _.... _ r___ i4_._.._., before me, the undersigned, a Notary Public in and for said County and State, personally appeared Carlo L. Zocchi known to me to be the general partner(sl of the partnership that executed the within instrument, and acknowledged to me that such partnership executed the some. WITNESS my hand and official seat. ( QFV"n' � S:-.jai_ ill IR Notary Public in and for sad Cou and Sta Sandra M. Miller (Natary-s name shall be typed ar SegibSy printed - Gov't.Cods 82051 y rAR�NNlFq► tmcci with board orcW Bond No. L05-002693 LEDI.M.FR VEMENT SECURITY 30�iD AN 10 1918 FOR 507IVISION AGREEMENT i ae■c�OLIM (Performance, Guarantee and Payment) as (Calif. Goternment Code $$66499-66499.10) OELIGAT102M. Silverwood Development Co. , A Partnership , as Principal, a.^sl Balboa Insurance Companic , a corporation orc3nicer and existing under the laws of the State o California and authorized to transact surety business in California', as Surety, hereby jointly and severally bind ourselves, our heirs, executors, ad=ministrators, successors, and assigns to the County of Contra Costa, California, to pay it: (A. Performance & Guarantee) One hundred Sixty Six Thousand One Hundred and no/100----------- Dollars 0 166 100.00 for itsel." ar any city-assignee under the below-county sub 1v131on agreement, plus (E. Payment) One Hundred Sixty Six Thousand Six Hundred and no/100----------------------------Dollars w 166,600.00 ) to secure the claims to which reference is iPsa..e in Title 15 ccmmenc_nE with Section 3032) of Part 4 of Division 3 of the Civil Code of the State of Califor- nia. Ra..-:AL OF SU'3DIVISIOU AG MEMENT. The Principal has executed an agreement with the County to 'install and pay for street , drainage, and other improvements in Subdivision Number 4829 , as specified in the Sutdivisian Agreement, and to complete said work within tae time specified for ccmpleclon in the Subdivision Agreement, all in accordance with Sate and local laws and rulings thereunder in order to satisfy conditions for filing of the Final Map or Parcel ."•tap for said Subdivision. 3. CONDITION. A. The condition of this 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 perform the covenants , ccrditl3ns and provisions in the said agreement and any alteration thereof ma::a ss snerein provided, on his or its ,part, tc be kept and performed at the time and in the manner therein specified, and in all irespe.cts accoraing 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 :his obligation shall become null and void; otherwise it shall be and remain in full force and effect. As a part of t a obliratl6n secured hereby and In addition to the face amount specified therefor, there shall be included costs and rea3an- aG12 expe:l3es and fees , inci;tci^r re_a3C:1S`Ji� dtt�:'neys8 fees, Incurred by Coun`vy (or cit;: assignee) in successfully enforcing such o;,14L ation, a?1 to be taxed as costs and included in an;: jud*..ent rendered. B. i e conditicn of this obligation as to Section l. (3' ) a:ove is suclez, t:St said ?rin^'7 1 and the •'riders{-net's ?s co_'oorata Ss ret ' Un re hold fi.=ly tcuind unto the County of Ccrmra "o3ta all cictracicrr, subcontractors, laborers, cater!alrer. and ct er persons employed in -W.-.e Performance of 9.,.!,,e a`'oresa!d ar:.gee:gent and referred �a in the a fore3ald Civil Cade for materials Turn l:--hed cr la:)or thereon of an; kind, or +' OIr 461 AbOuril"W with bowd order amounts due under the Unemployment, Insurance Act with respect to such work or labor, that said surety will Day the same in an 'amount not exceeding the amount 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 corporations entitled to file claims under Title 15 (commencing with Section 3082) 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 the condition of this bond be fully performed then this obligation shall become null and void, otherwise 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 waives the provisions of Calif. Civil Code §2819, and holds itself bound without regard to and independently of any action against Principal whenever taken. SIGNED AND SEALED on December 19, 1977 PRINCIPAL SURETY. Silverwood Developme Co. , A Balboa Insurance Company)".•.'ti l.�i ''•�.•` s _ * ter?!eV-jrr}714gq Stat �fCalifornia ) /- •• , 01.1 ss. (ACKNOWLEDGMENT BY SURE, t• my of Contra Costa ) I � On December 19, 1977 , the person(s) whose name(s) is/are signed above for Surety and who is/are known to me to be Attorney(s')-in-Tact for this Corporate Surety, personally appeared before me and acknowledged to me that he signed the name of the Corporation as Surety and his/ their own nameTs) as its Attorney(s)-i n-r^^act. 101 ¢,,;:'SEAL ::arr_:: cxra: + ` My con."I:aan Zhpi:O:toJtr 23.1931 Dorothy range f Notary Public for County and State (-Ret*. 2/70) LD-t5 . EBH:bw - -2- 00462 Microfilmed with board order ' M I ' STATE OF CALIFORNIA COUNTY OF SS. - December 19 77 On _... __......_.......................... _._... .. „., 119- before me, the undersigned, a Notary Public in and for said County and State. personally appeared -------_-..-.._._._ Carlo L. Zocchi known to me to be the general partner(s) of the partnership that executed the within instrument, and acknowledged to me that such partnership executed the same. WITNESS my hand and official seot. Wit- 0 FICIAL SEAL 0�1`7 M. 1101r^�+}S`uSTA,GC :I�l } ISeatl4rS.!_S Notary Public m and for said Cov and Mate Sandra M. Miller j __ __...... . ....---------_---..........' ......... (Notary's name shall be typed or legibly printed - Gov't. Cods 82051 2 11ANTNiEUMP Micro11,mod with board ordiar EDWARD W. LEAL ALFRED P. LOYELI County Treasurer•Tai Collaetat Aaafataat County Treasurer- TAX COLLECTOR'S OFFICE Ta Cellectog First llPayable aa bl*n of T°.., CONTRA COSTA COUNTY Due rust lastaUnwat of Taxes Due end DeIL/uent On the FRat Day o(Nor* on Me Tenth Day of December _____________ MARTINEZ. CALIFORNIA Second Installment of Tomas Posse 224-3000,Eat.2365 secomw Instelisaat of Tares Due and Parable DaLnraat on the First Dar of Febauarr December 19, 1977 w 1Ye Tentb Dor of AptU IF THIS TR;CT IS NOT FILA BY FMRLMRY 289 1978 , THIS LEMER IS VOID This vM certify that I have examined the map of the proposed subdivision entitled: TRACT NO. 4829 and have determined from the official tax records that there are no unpaid county taxes heretofore levied or. the property included in the map. The current 1977-78 ta.: lien has been paid in full. IMAM W. LSAL Tax Collector F I LED J'N j By: lf(/ J. R. OLSSON `'Deputy. CLERK BOARD OF SUPERVISORS B Depuly d1 Microfilmed with booed order - 11l14f 4. _J IN THE BOARD OF SUPERVISORS OF CONTRA COSTA COUNTY, STATE OF CALIFORNIA In the Matter of Approval of ) RESOLUTION NO. 78/36 the Final Map of Subdivision 5238, ) Walnut Creek Area. ) The following document was presented for Board approval this date: The Final Map of Subdivision 5238, property located in the Walnut Creek area, said map having been certified by the proper officials; Said document accompanied by the following: Letter from the County Tax Collector stating that there are no unpaid County taxes heretofore levied on the property included in said map, and that the 1977-78 tax lien has been paid in full . NOW THEREFORE BE IT RESOLVED that said Final Map is APPROVED and this Board does not accept or reject on behalf of the public any of the streets, paths, or easements shown thereon as dedicated to public use. PASSED BY THE BOARD on January 10, 1978. Originating Department: Public Works Land Development Division cc: Public Works Director-LD Director of Planning Silverwood Development Company 1033 Detroit Avenue Concord, CA - RESOLUTION NO. 78/36 00465 1 \ 1 EDWARD W. LEAL - ALFRED P.LOMELI County Treasurer-Tax Collector Assistant County Treasurer— TAX COLLECTOR'S OFFICE _ First Installment o1 Tases CONTRA COSTA COUNTY First cent - of T°"' Due and Payable Delinquent on the First Day of November on the Tenth Day o1 December _____________ MARTINEZ, CALIFORNIA _ ___________ Second Installment of Taxes Pkone 228-7000.Est.2345 Second Installment of Taxes Due and Payable Delingueat on the First Day of February January 4, 1978 on the Tenth Day of Atari! IF THIS TIUCT IS %OT FILED BY F BRUMff 28, 19 78, THIS ISTTER IS VOID This xill certify that I have examined the map of the proposed subdivision entitled: TRACT NO. 5238 and have determined from the official tax records that there are no unpaid county taxes heretofore levied on the property included in the map. The current 1977-78 ta:: lien has been paid in full. EDWARD W. MkI, Tax Collector . F L E D Deputy J. R. OLSSON CLERK BOARD OF SUPERVISORS ONT A �T CO. B , MicroL-:mad with board order • �i414f� BOARD OF SUPERVISORS OF CONTRA COSTA COUNTY, CALIFORNIA Re: Outside Counsel for Retirement Board ) Gov't Code §31529. 5 made applicable ) RESOLUTION No. 78/37 The Board of Supervisors of Contra Costa County RESOLVES THAT: Government Code Section 31529. 5 (enacted by Stats. 1977 , chap. 202; AB-748; effective Jan. 1, 1978) authorizes the Retirement Board of the Contra Costa County Employees Retirement System to contract for legal services from outside attorneys when it determines, after consultation with the County Counsel, that the County Counsel cannot provide it with legal services due to a conflict of interest or other compelling reason. On December 13 the Retirement Board requested this Board to make this section applicable in this County, as provided therein. Therefore, Government Code Section 31529.5 is hereby made applicable in this County. PASSED on January 10 , 1978, unanimously by the Supervisors present. G101:me cc: Retirement Board County Counsel County Administrator County Auditor RESOLUTION 140. 78/ 37 nn/ rr 11i��f)~I In the Board of Supervisors of Contra Costa County, State of California January 10, , 19 78 In the Molter of Authorizing Acceptance of Instruments ao IT IS BY THE BOARD ORDERED that the following instruments are ACCEPTED: 1 Instrument Date Grantor Reference Relinquishment of Abutters Rights 12/29/77 James R. Brennan SUB. MS 188-77 v PASSED BY THE BOARD on January 10, 1978. 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 Supervisor affixed this 10th day of .T a-rarm '. 19- J. 19-J. R. OLSSON, Clerk By , Deputy cleric Originating Department: Public Works Sandra L. Nielson Land Development Division cc: Recorder (via P. W. ) Public Works Director 00 4 6S H_Vk)W494� of Planning In the Board of Supervisors of Contra Costa County, State of Califomia January 10, , 19 78 In the Moller of Making a Determination of Utility Easement Rights for Various Subdivisions It is by the Board ORDERED that a determination is made that the division and development of the properties in the manner set forth on the respective final maps and parcel maps for the following subdivisions will not unreasonably interfere with the free and complete exercise of the public utility rights of way or easement. Subdivision Area Owner MS 175-77 Byron Orbrie L. Keys P. 0. Box #24 Byron, CA-94514 4999 Danville Falender Corporation 1885 Oak Park Blvd. Pleasant Hill, CA. 94523 5189 San Ramon Dame Construction Co 2070 San Ramon Valley Blvd. San Ramon, CA. 94583 5112 Walnut Creek Horace C. & Virginia C. Bayliss 1380 Dewing Lane Walnut Creek, CA. 94 596 PASSED BY THE BOARD on January 10, 1918. 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. Witness my hand and the Seal of the Board of Supervisor cc: Public Works - LD affixed this 10th day of January 1978 All above owners J. R. OLSSON, Clerk ByDeputy Clerk Sandra ' ielson H-24 4177 15m �� �� In the Board of Supervisors of Contra Costa County, State of Califomia January 10 , 1978 In the Mat1ar of Approving Deferred Improvement Agreement for Subdivision MS 116-77, Walnut Creek area. The Public Works Director is AUTHORIZED to execute a Deferred Improvement Agreement with JOSEPH R. RICHARDSON, et al, permitting the deferment of construction of permanent improvements required as a condition of approval for Subdivision riS 116-77, Walnut Creek area. PASSED by the Board on January 10, 1978. c J I 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 dote aforesaid. Originating Department: Witness my hand and the Seol of the Board of Public � orks (LD) Supervisors cc: Recorder (via P.1-1. ) affixed this 10th day of January 1978 Public riorks Director Director of Planning County Assessor J. R. OLSSON, Clerk JoseDh R. Richardson By ADeputy Clerk 110 Shady Lane Sandra L. Mie son Walnut Creek, CA 94596 H-24 4/77 15m 1 )04 io� • 1 • In the Board of Supervisors of Contra Costa County, State of California JAN 1 ii i 97x3 , 19 — In the Matter of Approval of Nutrition Project Contract Amendment with Home Health and Counseling, Inc. IT IS BY THE BOARD ORDERED that its Chairman is AUTHORIZED to execute Contract Amendment #22-038-8 with Home Health and Counseling, Inc., effective October 1, 1977, to increase the contract payment limit to $50,553 to provide funds for 65 hot meals daily at the Pittsburg Nutrition Project site and a cost-of-living salary increase for contractor's employees. PASSED BY THE BOARD on JAN 10 i9fb„ I hereby certify that the forgoing 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 Orig: Human Resources Agency Supervisors Attn: Contracts 4 Grants Unit JAN 10 1978 cc: County Administrator affixed this cloy of 19 County Auditor-Controller County Health Dept. J. R. OLSSON, Clerk Contractor Clerk EH:dg H-24 4/77 15m /� /�� j CONTRACT ACT r?tfiEl".DMEN i AGREEMENT (Contra Costa Count- Human Resources Agency) Number 22 - 03 3 d b 1. Identification of Contract to be Amended. Number: 22-033-7 Deaartr:ent: Fealth Subject: Contra Costa County Nutrition Project for the Elderly Meal Service Effective -Date of Contract: July 1, 1977 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: HO11E F.EALTH AND COUNSELING, INC. Capacity: Corporation Address: 110 Petticoat Lane, Valnut Creek, California 94596 3. Amendment Date. The effective date of this Contract Amendment Agreement is October 1. 1977 ?. Amendment Specifications. The Contract identified above is hereby amended as set forth in the "Amendment Specifications" attached hereto which are incorporated herein by reference. 5. Legal Authority. This Con zr act Amendment Agreement is entered into under and subject to the -following legal authorities: 42 U.S.C. §3045ff and 45 C.F.R. §909ff; California Government Code 53703. o. Signatures. These signatures attest the parties' agreement hereto. COL ' s OF NT OSTA, CALI= RNIA CONTRACTOR r,_ _ N. Bog'AQ Chairman, Board of Su isors ,Ar HEALTH CC JgL— (Designate official apacity ,i busines Attest: J. R. Olsson, County Clerk and affix corporate n seal) " State of California County of Contra Cos ate;):'. Deputy _ ACKN0WUEDGM NT trCP11I9dtT_)i i7, 1953 The person signing a ove or ecom:nerded by Human Resources Agency known to me in those individual and business capacities, personally appeared ' before me -today and acknowledged that he/ BVCi, �(�c�f�l-< 1 �l /�2 they signed it and that the corporation Designee or partnership named above executed the within instrument pursuan, to its bylaws or a resolution of its board o= directors. Foz•m rz op-roved: County Counsel Dated: ► HUTC f�-piny county C_zr C �Ent/ rc��..K Cor,'r C_ �u Microfilmed with board ord � C� �.ornio �� q 12 AMENDMENT SPECIFICATIONS Number - 033 - 8 In consideration of Contractor's agreement to provide a cost of living salary increase to its employees who provide service for the County Nutrition Project as specified in the budget of State Department of Health Contract Amendment 1'r29-214-9 (State #0774413), and to provide Nutrition Project meal service for up to 65 persons daily at the Pittsburg Neighborhood facility during the entire term of this Contract, County agrees to increase Contract budget line items and the Contract Payment Limit. Contractor and County agree to amend said Contract as specified below while all other parts of said Contract remain unchanged and in full force and effect. 1. Payment Limit Increase. The Payment Limit specified in Paragraph 4. is increased by an additional $ 14,007 to a new total Payment Limit of $ 50,553 2. Additional .seal Service. Appendix A, 11, MEALS SERVICE, paragraph A is modified by substitution of a new paragraph as follows: "A. Congregate Meals. Serve congregate meals 5 days per week at 8 site(s): Number of Meals Daily 395 Kidd Manor Senior Citizens Center,Maple. Hail;�j#i Alvardo Square 40 San Pablo, CA Senior Citizen Drop-In Center, 189 Parker Avenue 50 Rodeo, California Hacienda Senior Citizens, 1111 Ferry Street, Martinez, CA 45 Concord Senior Center, 2727 Parkside Circle, Concord, CA 50 Casa Serena, 1000 Clearland Drive, West Pittsburg, CA 40 Antioch Senior Citizens Drop-in Center, 620 Sixth Street 55 Antioch, CA Walnut Festival Building, 1385 Civic Drive, Walnut Creek, CA 50 Pittsburg Neighborhood Facility, 2021 Crestview Street 65 Pittsburg, CA Total 395 3. Budget Revision. Service Plan, Appendix B, Budget of Estimated Program Expenditures, Nutrition Project for the Elderly, is amended by substitution of an amended budget for the period July 1, 1977 to September 30, 1978, attached hereto. Initials: Con actor County Dept. 00473 , BUD�!:T OF ESTEIATED PROD ?1 EaPE;:DITURES TF'ITI0'i rRO,iLCT ^OR T EL C=RLY Jul v 1 , 1977 to Sect ,,:ger 30, 1970 SUBCONTRACTOR Home Health & Counseling CONTRACT N Services, Inc. Budget Categories Federal Local 1 . Personnel S Coordinator 16,090 Site i Tanagers 46,769 Aide 4,670 Training & Sick Leave 2,945 Vacation Accrual 4,233 Fringe Benefits 10,086 Volunteers - 19,560 S 84,793 3. Raw Food Condiments S_ 3,420 5 4. Staff Travel $ 2,775 $ Training Seminars 450 5. Other Costs $ 3,225 $ Rent $ 2,002 $ Maintenance - Vehicle - Insurance 880 Supplies - Office 1 ,200 - Kitchen 1 ,866 Utilities 608 " Telephone 2,400 Vehicle Operation 200 Janitorial Services 647 Accounting 2,713 Other - Management 1 ,052 Participant Transportation 3,150 Special Events 1 ,866 $ 18,584 5 SUMMARY 1 . Personnel $ 84,793 3. Raw Food 3,420 4. Staff Travel/Training Seminar 3,225 5. Other Costs 18,584 $ 110,022 5 Less Revenue & Reimbursements - 59,469_ NET CONTRACT COSTS Pe--ty Cash Fund Authorized S -INITIALS County Contracto Oeoartment — ��)4'�4 NP-39 - Revised 9/77 Paoe 1. • 7/1/77 - 9/30/78 2 — J J HOME HEALTH & COUNSELING SERVICES, INC. Coordinator $16,090 7/1/77 - 9/30/77 @ 998 10/1/77 - 11/30/77 @ 1 ,048 12/1/77 - 9/30/78 @ 1 ,100 Site Managers Site 4 - 4 hrs/day $ 5,400 LOCATIONS 7/1/77 - 9/30/77 @ 3.94 10/1/77 - 6/30/78 @ 4.14 Site 4 San Pablo 7/1/78 - 9/30/78 @ 4.35 Site 5 Rodeo Site 6 Martinez Site 5 - 4 hrs/day $ 5,438 Site 7 Pittsburg 7/1/77 - 9/30/77 @ 3.94 Site 10 Concord 10/1/77 - 4/30/78 @ 4.14 Site 11 West Pittsburg 5/1/78 - 9/30/78 @ 4.35 Site 13 Antioch Site 14 Walnut Creek Site 6 - 4 hrs/day $ 4,670 7/1/77 - 9/30/77 @ 3.41 10/1/77 - 6/30/78 @ 3.58 7/1/78 - 9/30/78 @ 3.76 Site 7 - 6 hrs/day $ 9,827 7/1/77 - 9/30/77 @ 5.00 10/1/77 - 9/30/78 @ 5.03 Site 10 - 5 hrs/day $ 6,770 7/1/77 - 9/30/77 @ 4.00 10/1/77 - 6/30/78 @ 4.14 7/1/78 - 9/30/78 @ 4.35 Site 11 - 4 hrs/day $ 5,012 7/1/77 - 9/30/77 @ 3.58 10/1/77 - 11/30/77@ 3.76 12/1/77 - 9/30/78 @ 3.94 Site 13 - 4 hrs/day $ 4,872 7/1/77 - 7/31/77 @ 3.41 8/1/77 - 9/30/77 @ 3.58 10/1/77 - 7/31/78 @ 3.76 8/1/78 - 9/30/78 @ 3.94 Site 14 - 4 hrs/day $ 4,780 7/1/77 - 9/30/77 @ 3.41 10/1/77 - 11/30/77 @ 3.58 12/1/77 - 9/30/78 @ 3.76 Site Aide Site 7 - 4 hrs/day $ 4,670 7/1/77 - 9/30/77 @ 3.41 10/1/77 - 6/30/78 @ 3.58 7/1/78 - 9/30/78 @ 3.76 Page 2. ns4is In the Board of Supervisors of Contra Costa County, State of California JAN 1 L► 1976, In the Matter of Contract #24-091 with Betty Fielding The Board having authorized contract negotiations with the below- named contractor by its Order dated December 27, 1977, IT IS BY THE BOARD ORDERED that its Chairman is AUTHORIZED to execute Contract 124-091 with Betty Fielding for the provision of consultation and training for Medical Services/Mental Health staff from December 15, 1977 through June 1, 1978, with a payment limit of $400, and under terms and conditions as more partic- ularly set forth in said contract. PASSED BY THE BOARD on JAN 10 19780 1 hereby certify that the foregoing is a true and correct copy of an order aMered 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 & Grants Unit Supervisors AN 10 1978 cc: County Administrator affixed this day ofJ 19 County Auditor-Controller County Medical Services/f -1 J. R. OLSSON, Clerk Mental Health Contractor V609 Deputy CIerk if SD:H-2d§/77 15m Contra Costa County Standard Form SHORT FORM SERVY` CONTRACT 1. Contract Identification. Number 24 - 091 Department: Medical Services/Mental Health Subject: Mental Health Training Sessions in "Mental Health Problems Associated with Aging". 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: Betty Fielding Capacity: Self-employed individual Address: 921 Sassel Avenue Concord, California 94518 3. Term. The effective date of this Contract is December 15, 1977 and it terminates June 1. 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 $ 400. 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: 00 hour; or FEE RATE: per service unit: ( ) session, as defined below; or ( ) calendar (insert day, week or month) NOT TO EXCEED a total of 16 service unit(s). 7. Contractor's Obligations. Contractor shall provide the following described services: Consultation, specialized instruction and training in "Mental Health Problems Associated With Aging" for County selected persons in the time, place and manner required by County, encluding the provision of any related materials and supplies. 8. 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, 11AX J 10. Legal Authority. This Contract is entered into under and subject to the following legal authorities: California Government Code Sections 26227 and 31000. 11. Si tures.___Dhese signatures attest the parties' agreement hereto: C OF STA, CK-1 A W N Bxg"s CONTRACTOR Y By Designee Recommended by Department (Designate .fici ca city) By Designee (Form approved by County Counsel) (A-4620 7/76) Microfilmed with board older 004�''1 BOARD OF SUPERVISORS 'OF-COkTRA COSTA COUNTY, CALIFORNIA Board Action 1/10/7$ Application to present a 7 atP NOTE TO CLAI?ANT Claim Against the Count; , ) The cosy o5 -this document maited to you .ib you,t Routing Endorsements, and ) notice o6 .the action tzken on yvun ci irn by the Board Action. (All Section ) Boatd o6 Supetv.izou (Pah.agnaph 111, beeow), references are to California ) given puuuartt to Govetnmejtt Code Secti.on6 911,8, Government Code.) } 9130 E 915.4. • Pteade note the "aa ni.ng" be ow. Claimant: Eva M. Stanley, 6150 Center Street, Clayton, CA 94547 - Attorney: Belcher & Langenbahn--A Professional Corporation Address: 2150 Franklin Street, Suite 545, Oakland, CA 94612 Amount: $20,000.00 HAND DELIVERED Vate Received: December 7, 1977 �xlc to Clerk on December 7, 1977 By mail, postmarked on VI. FROM: Clerk of the Board of Supervisors TO: County Counsel Attached is a copy of the above-noted Gomer-Application to File Late Claim. DATED: Dec. 7, 1977 J. R. OLSSON, Clerk, ByQ�V,1 p z , a . Deputy Patricia A. Bell II. FROM: County Counsel RTO: Clerk of the Board o Supervisors cr'EI\1�!� (Check one only) _ 1q/7 ( ) This Claim complies substantial y with Sections 910 and 910.2. ( Sll ) This Claim FAILS to comply::sutittantially with Sections 910 and 910.2, and we are_ so notifying claimant. The Board cannot act for 15 days (Section 910.3) . ( )) Claim is not timely filed. Board should take no action (Section 911.2) . (✓ ) The Board should deny this Application to File a LaClaim (Section 911.6). DATED: 0 - -7*7 JOHN B. CLAUSEN, County Counsel, By \ Deputy III. BOARD ORDER By unanimous vote of gu—p—ervisors present (Check one only) ( ) This Claim is rejected in full. (x ) This Application to File Late Claim 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. 0 0 DATED: _Jan. 10, 1978 J. R. OLSSON, Clerk, by , Deputy Patricia A. BeII WARNING TO CLAIAfANT Government Code Sections 911.8 6 913 You have onZy 6 r-PORW 64om tAe maatnq od tUa noMe to you autlux which to 6.ite a coultt action on thiA &ejected Claim (pee Govt. Code Sec. 945.6) oit 6 month6 6nom the dewier[ o S yowt Appt i,cati en to Fite a Late Clair within which to petition a eowrt son netie6 Morn Section 945.4'a ellrix- cling deadline (see Section 946.6) . You may deck the advice o6 any attorney o6 yowl choice in connection with thi.6 =UeK. TJ you want to eon6ultt an attonnyou dhoutd do eo iwedlately. IV. FROM: Clerk of the Board TO: 1County Counsel, (2) County Administrator, & (3) Public Works, Business h 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 memo thereof has been filed and endorsed on the Board's copy of this Claim in accordance with Section 297 I DATED: X"! i 0 '078 J. R. OLSSON, Clerk, B ,' �c� � . , Deputy Patr�c�a A. Bell V. FROM: (1) County Counsel, (2) County Administrator, TO: Clerk of the Board (3) Public Works of Supervisors Received copies of this Claim or Application and Board Order. DATED: J,,_ 10. 1978 County Counsel, By County Administrator, By Public Works, By 8.1 Rev. 1 3/77 j 1 CLAIM AGAINST THE COUNTY OF CONT&A COSTA "QL. � STATE OF CALIFORNIA F I L E D 2 3 In the Matter of the Proposed Claim ; SGC 7 '1977 4 Of ) J. R. O=N IQM BOARD OF SUPERVISORS 5 EVA M. STANLEY, ) C° 6 Claimant, ) APPLICATION TO PRESENT CLAIM UNDER SECTION 911.4 7 vs. ) OF THE GOVERNMENT CODE BY CLAIMANT 8 COUNTY OF CONTRA COSTA, STATE ) OF CALIFORNIA ) 9 ) 10 TO: THE CLERK OF THE BOARD OF SUPERVISORS, COUNTY OF CONTRA 11 COSTA, STATE OF CALIFORNIA 12 1. I, RONALD L. LANGENBAHN, as attorney for the claimant, 13 EVA M. STANLEY, apply for leave to present a claim under Government 14 Code Section 911.4. 15 The claim is founded on a cause of action for personal injuries 16 which occurred on December 10, 1976, and for which a claim was not pre- 17 sented within 100 days from the date of occurrence provided by Government 18 Code Section 911. 2. 19 For additional circumstances relating to the cause of action, 20 reference is made to the proposed claim attached to and incorporated as a 21 part of this application and to the accompanying Declaration of EVA M. 22 STANLEY. 23 2. The reason for the delay in presenting this claim was through 24 mistake, surprise and excusable neglect and the COUNTY OF CONTRA COSTA, 25 State of California, was not prejudiced by the failure to present this claim 26 1 within the time specified in Government Code Section 911.2; all as more -1- 00T 9 1 particularly shown by the attached declaration of EVA M. STANLEY. 2 - 3. I am presenting this application within a reasonable time 3 after accrual of this cause of action, as more particularly shown by the 4 attached declaration of EVA M. STANLEY. 5 WHEREFORE, I respectfully request that my application be 6 granted and that the attached proposed claim be received and acted on in 7 accordance with Cflvernment Code Sections 912.4 and 912. 6. 8 DATED: November 21, 1977. 9 BELCHER & LANGENBAHN A Profession orpora ' n 10 11 12 Attorney for Claimant 13 14 15 I have read the above referenced application and I approve 16 of its filing. 17 DATED: /�� 18 19 EVA M. STANLEY, Claimant 20 21 22 23 24 25 26 09450 -2- 1 In the Matter of the Claim ) 2 of ) 3 EVA M. STANLEY, ) 4 Claimant, ) 5 vs. ) 6 COUNTY OF CONTRA COSTA, ) State of California. ) 7 ) 8 TO: THE CLERK OF THE BOARD OF SUPERVISORS, COUNTY OF CONTRA 9 COSTA, STATE OF CALIFORNIA 10 1. The claimant's name and post office address are as follows: 11 Eva Al. Stanley 6150 Center Street 12 Clayton, California 94547 13 2. I desire notices to be sent to the following post office 14 address: 15 Belcher & Langenbahn A Professional Corporation 16 2150 Franklin Street, Suite 545 Oakland, California 94612 17 3. The date, place and other circumstances of the occurrence 18 that gives rise to this claim are as follows: on or about the hour of 8:30 P. M. , 19 December 10, 1976, claimant, while walking in front of the Contra Costa 20 County Hospital, located at 2500 Alhambra Avenue, City of Martinez, County 21 of contra Costa, State of California, slipped and fell causing severe bodily 22 injury and shock and injury to her nervous 23 24 Said fall was caused and said injuries were sustained as a proximate result of the failure of the COUNTY OF CONTRA COSTA to 25 26 1 maintain the sidewalk in a good, safe and useable condition; that said sidewalk -1- I was maintained in a defective, dangerous and hazardous condition; that said 2 CONTRA COSTA COUNTY failed to warn claimant of said defective, dangerous 3 and hazardous condition although they knew or should have known in the 4 exercise of ordinary care of the condition of said sidewalk. 5 4. A general description of the injury incurred so far as it is 6 now known, is as follows: sprains and strains to right arm, shoulders, neck, 7 upper and lower back, bruises and contusions to both knees, bruises and 8 contusions to both hands, exacerbation of hernia with a prognosis of surgery. 9 5. The name or names of the public employee or employees 10 causing the injury are now unknown. 11 6. The amount claimed as of the date of presentation of this claim 12 is $20, 000. 00, which includes $12, 000. 00 as the estimated amount of any 13 prospective injury. 14 7. The basis of the computation of the claim is as follows: 15 Hospital Expenses $203. 92 16 Laboratory Fees 28. 00 Doctor Visits 336.50 RPT 146.50 17 RX - 167.19 18 Chiropractic Expenses (approx. ) 350.00 19 $1,232. 11 20 Future Expenses: Surgery $800. 00 21 Hospital.' 1,200. 00 22 Prescription Drugs 50.00 23 $2,050.00 24 --- 25 26 --- -2- 09482 1 8. I, RONALD L. LANGENBAHN, the undersigned, am the 2 attorney for the claimant and present this claim on behalf of the claimant. 3 DATED: November 1977. 4 BE LCHEfj�ANGENBAHN A Professio al Corporation 5 / 7 Attorney for Claimant 8 9 1 have read the foregoing claim and approve of its filing. 10 DATED: 11 12 aiman . 13 14 15 16 17 18 19 20 21 22 23 24 25 26 1 DECLARATION OF EVA M. STANLEY IN SUPPORT OF APPLICATION TO PRESENT CLAIM UNDER 2 SECTION 911.4 OF THE GOVERNMENT CODE BY CLAIMANT 3 4 I. EVA M. STANLEY, am the above named Claimant. 5 On or about December 10, 1976, I went to the Contra Costa County 6 Hospital, located at 2500 Alhambra Avenue, City of Martinez, County of 7 Contra Costa, State of California, to visit my daughter-in-law. 8 Upon leaving the hospital and while walking on the sidewalk I tripped 9 and fell causing me to pitch forward and fall on my hands and knees. 10 My son took me directly to my home and during the night my discomfort 11 persisted. 12 The next day I returned to the County Hospital to report the incident. 13 Whereupon X-rays were taken of my body and pain medication was prescribed. 14 I requested information at the County Hospital as to who I should 15 report the accident to and was informed I must present myself to the County 16 Administration Offices. 17 On or about the week of December 20. 1976, I went to the County 18 Administration Offices in Martinez to report the December 10, 1976, incident. 19 I was informed that the sidewalk at the Contra Costa County Hospital 20 was a matter to be discussed with the City of Martinez. 21 I went to the City of Martinez to report said incident and was told 22 to secure necessary medical attention and upon release of doctors care, to 23 report back to the City of Martinez. 24 In approximately September, of 1977, I was contacted by the Insurance 25 adjuster for the City of Martinez, (INA - Nick Petros) and was informed 26 that a formal claim had not been presented against either the City of Martinez -1- 09484 I or the County of Contra Costa. 2 Upon discovery of this information I requested appropriate claim forms 3 from the County of Contra Costa and the City of Martinez (See exhibits "A" 4 and "B"). 5 I completed the appropriate forms and gave them to Mr. Petros along 6 with copies of all medical expenditures. 7 I was never informed by the personnel at theCounty or City Administra- 8 tion Offices that a formal claim was necessary before the expiration of 100 9 days. Although I was personally present in each office prior to the expiration 10 of said 100 day period. 11 I believe I have a legitimate claim and should not be prevented from 12 presenting my claim because of my ignorance, mistake and excusable neglect 13 of the law. 14 I declare under penalty of perjury that the foregoing is true and 15 correct to the best of my knowledge. 16 Executed this ___day of �,�t'i, 1977, at 17 Oakland, California. 18 19 '� f 20 M. NLEY,EVX Claimant. / 21 22 23 24 25 26 -2- n Q �'9405 a WRITE IT! - DON'T SAY IT! M 103 oftr CONTRA COSTA COUNTY 4' Mrs. Eva Stanley Sep TO tember 30, 1977 DATE • FROM Public Works Dept. sue�ECT Claim Form We are enclosing a claim form and self-addressed envelope �•' � `;= P for your convenience in submitting a claim for injuries r sustained in a fail : If you have any questions, please call 372-2105. .. PLEASE REPLY ME i • :. Y. ° TO DATE SWRINIED � i x MYSTRMTIONS-Fitt IN TOP PORTION,REMOVE DUPLICATE IYEtLOW I AND FORWARD REMAINING PACTS WITH CARBONS. TO REPLY. FILL IN LOWER PORTION AND SNAP OUT CARBONS RETAIN _ TRIPLICATE IPINKI AND REIURN ORIGINAL FORMIA)D7 �• R, {t � 1 • J t 71 p� -.`e'• :�..�. :�:-.-r' Y. a., .�'�• ii:•?"ter-. -•rt• 1�.�•'~� - , r' '•�'. - '.' c � - :? ....-`- K tit . ,r e ] �/s .j•h Y -t 7' � !� t. « •: f S 1�r''�`�..:��• i4, -_KtKK4 i f J, t�x{�i tl � '.s;' .ya � �. �Z .1. ,,,1� s ww ^r�l"� .<; � •�„"'lt`'K►y:'l,ts.-..A��•'��y`:;0 �`�:.�-•'�J�'• - • - :� ' �{.JfL �4±. .i. '� �± ". �� �.�:4�7i!�.lAx►,V�•Va.�s�*d'�"+�j .-Lw-�` y- '...,. 4� .'► JJ .-'c +•� Y •►.ti�.'� } t+� A L�..V 1, JY•r4.�•\�-' ' fir. S w t � ti rµ't \'t � i tl � i+4� „•`Xr .�' ;� _ Y _�`_ � / `� i '.~ t�t 3"i•'.�=V� SJR t� i. c a f �- .. ' `�r 1� � r / �.V � -+r-1 rw,in j•„�w���-,��'., +w..:,:,..r ':1...�> ��^l;' ;. t/ 'A -f -.t t its ; -i.,l} tilt^►.�...-_-�.•• ..•*r•. r;- � �•��,� �.rpC��I1� 4. _�� T fr` -ST -(• vY `� d I�. � . 4.i � _�" J��1�'`.�y�}j;Y���4��� T -J `�/`i f�'t�..%^•N,'t�J��Q,,:.nomj ,,,{� I . matenat w. h cii jyou Li fric"S St �requestetl (r. !�j{1}((~1� �+ 1 M �. J"",�C+Y iy"TLM•±Sti'LJ.t��MY'r. .t".�' N.r A``� �A +' yL.♦fxc.pii ,_::`'...,•tt :: �+ •.t/}.-�wli-'si/• .�` �,4. .�. ,.�.? - t .�Ty�~ rt 1i,Ji-+tt r'w }�•�'r::- ��+.i,� hci- rt -^� z .s ?.. ... � 'rte ,.a +�".•�f �tt'�': a •y. .:. Z ' r„.''•:.i �, kyr,. X25 h? :;Mart nez y + J+��ti. + 1 j`•r ose Cu ?4553 X4151.22$ - z I Yi .L l 1 � j L •• ', ,1 � 1r A BOARD OF SUPEPA'7SORS OF CONTRA COSTA COUNTY, ('1k' IFORNIA Board Action J 1 . 1/lo/7g AMENDED `:OTE TO CLAIMANT C aiM Against the County, ) The copy o' .this ocumettt Ki e to you i6 yowt Routing Endorsements, and ) notice o ' the action taken on you,% ctaim by Vie Board Action. (All Section ) Boan.d oo' Supeavizots (Partag.taph III, betw) , references are to California ) given pur,,suarzt do Govetnrrent Code Seetion6 911.8, Government Code.) ) 913, 6 915.4. Pteabe no-;,-_-e the „warming" Wow. Claimant: Juanita Buford, P. O. Box 1315, Pittsburg, CA 94565 - Attorney: Ryan, Tabor & De Lappe Address: 680 Beach Street, Suite 324, San Francisco; CA 94109 Amount: $50,000.00 Hand Delivered via County Counsel Date Received. December 16, 1977 ittxbcJj mwy to Clerk on December 16, 1977 By mail, postmarked on v/I. FROM: Clerk of the Board of Supervisors TO: County Counsel Attached is a copy of the above-noted Claim or Application to File Late Claim. DATED: 12/16/77 J. R. OLSSOX;- C16A, B Deputy Patricia�. e II. FROM: County Counsel ; ,`CALIF TO: Clerk of the 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 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) . { ) The/Board should deny this Application to File a to )C im (S ction 9 1.6). DATED: !� Z,77 JOHN B. CLAUSEN, County Counsel, B�! / —,- Deputy III. BOARD ORDER By unanimous vote of Supervisors present (Check one only) . (X) This,/Claim is rejected in full. A.�cNpCa ( ) I certify that this is a true and correct coy of the Board's Order entered in its minutes for this date. DATED: an. 10 , 197BJ. R. OLSSON, Clerk, by EDeputy WARNING TO CLAIMANT Government Coe ections 911. 913) You have onty 6 mo m the WAXAnq 06 tW noVee to you @Wiin which to bite a count action on #hie &.ejected Min (eee Govt. Code Sec. 945.6) oh 6 monthe 6n.om the deniaC of your AppUcation to Fite a Late Ctaim agAhin Asch to petition a couAt Jon reties Stom Section 945.4'4 ctaim-jiting deadt i.ne (eee Section 946.5) . You may Beek the advice oS any attorney o6 your choice in connection wi.& th.id matt t. 1J you want to eomatt an atttonney, you should do so immediatety. IV. FROM: Clerk of the Board T0: 1 County Counsel, (2) 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 Claim or Application by mailing 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 29703. DATED- lam 10 1978 J. R. OLSSO`, Clerk, B _! , Deputy Patricia A. Bell V. FROM: (1) County Counsel, (2) County administrator, TO: Clerk of the Board (3) Public Works _ of Supervisors Received copies or this Clain or Application and Board Order. nATED: JAN 10 1078 County Counsel, By County Administrator, By Public perks, By �9� 88 8.1 RYAN,TABOR i DE LAPPE THOMAS MICHAEL RYAN ATTORNEYS AT LAW ALLAN M.TABOR 6/0 BEACH STREET.SUITE 224 AGATHA DE LAPPE PLEASE REPLY TO OUR SAM FRANCISCO.CALIFORNIA 1a109 ❑SAN FRANCISCO OFFICE OF COUNSEL: TELEPHONE(415)672-2300 THOMAS C.RYAN 13 SANTA ROSA OFFICE HECTOR N.ORTIZ [f 50 OLD COURTHOUSE SO. RICHARD G.BURNS December 12, 197/7 SUITE 205.0 tt 4 llt�tl SANTA ROSA,CALIF.45404 R• • (707)529.0224 2CCR.ft. John B. Clausen C%' F E D County Counsel City Hall Martinez, CA 94553 . DEC IC, 1977 Attn: Dan G. Ryan, Deputy County Counsel �' "G�JRGO CL:�ai BOARD O; SUPERVISORS Re: Our Client: Juanita Buford y ovrRa cosTa co. Dear Mr. Ryan: We received Notice of Insufficiency and/or Non- Acceptance of Claim in the above matter. Please find enclosed amended Claim for Damages setting forth the cause of action against the County in more detail. Your Notice also indicated that our Claim failed to state the date and place and circumstances of the occurrence. On the contrary, Paragraph C of our Claim did set forth the date and place as well as the circumstances. Your Notice also states that our Claim failed to state the name of the public employee causing the injury. You will note that Paragraph E of our Claim sets forth the fact that the name of the public employee was unknown to our client at this time. Sincerely, Agatha De Lappe i AD/kk encls. 09489 I Ryan, Tabor & De Lappe 680 Beach Street, Ste. 324 2 San Francisco, CA 94109 (415) 673-2300 3 -1 Attorneys for Claimant 5 6 7 8 9 JUANITA BUFORD, ). ) 10 Claimant, ) 11 vs. ) AMENDED CLAIM FOR DAMAGES 12 COUNTY OF CONTRA COSTA- ) CONTRA COSTA COUNTY HOS )ITAL ) 13 1 14 15 JUANITA BUFORD amends the Claim filed by her on November 16 21, 1977 as follows: 17 C. Claimant was hospitalized at Contra Costa County 18 Hospital on Ward J on August 20, 1977 when an attendant employed 19 by said hospital jumped her tIzzwing her to the ground and injuring 20 the claimant. The cause of action asserted against the County 21 of Contra Costa is for negligent hiring and supervision and train- 22 ing of said employee, and allowing said employee to so mistreat 23 claimant. 24 Dated: December 121, 1977 Ryan, Tabor 8 De Lappe 25 f�l 26 BY: l.. �2��.E f r Agat4a De Lappe 27 , 26 RVAN,TAN011.ORLAPPE ATTORNEYS AT LAW RO*EAC"ST..SUITE 724 SAN FRANCISCO.CA NIM n NISI 673-2500 j� 4 9O ( C In the Board of Supervisors of Contra Costa County, State of California January 10 In " Matter of Completion of Private Improvements in Minor Subdivision 165-76, Walnut Creek Area. The Director of Building Inspection having notified this Board of the completion of private improvements in Minor Subdivision 165-76, Walnut Creek area, as provided in the agreement with Blaise & Lewis Enter- prises, 50 Corwin Drive, Alamo, California 94507, approved by this Board on June 25, 1977; IT IS BY THIS BOARD ORDERED that the private improvements in said minor subdivision are hereby ACCEPTED as complete. IT IS BY THE HOARD FURTHER ORD.73F..D that Surety Bond No. ,U 955758-A issued by United Pacific Insurance Company is hereby EXONIMATED, and the cash deposit of $360.00 (Building Inspection Department Receipt No. 140221, dated June 20, 1977) be refunded as AUTHORIZED. PASSED by the Board on January 10, 1978. 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 doh aforesaid. Witness my hand and the Seal of the Board of cc: Plaise Fti Lei-ds Enterprises Supervisors Building Lnspection (2) affixed this 10th dor of January 1978 J. R. OLSSON, Clerk By Deputy Clerk Sandra L. 1+i son H-24 4/77 15m In the Board of Supervisors of Contra Costa County, State of California January 10 , 19 In tw MaMer of Completion of Private Improvements in 1-1inor Subdivision. 31-77. Diablo Area. The Director of Building Inspection having notified this Board of the completion of private improvements in Minor Subdivision 31-77, Diablo area, as provided in the agreement with K & H Development Company, 1717 Alameda Diablo, Diablo, CA 94528, approved by this Board on June 28, 1977; IT IS BY THIS BOARD ORDERED that the private improvements in said minor subdivision are hereby ACCEPTED as complete. IT IS BY TIE BOARD FURTHER ORDERED that Surety Bond No. 9860 issued by Surety Company of the Pacific is hereby r: MD RATED. PASSED by the Board on January 10, 1978. 1 hereby certify that the fore9okv is a true and correct copy of an order, entered on the minus of said Board of Supervisors on the date aforesaid. Witness my hand and the Seol of the Board of cc: K & H Development Company Building Inspection (2) Supervisors affixed this 10th day of January 1978 J. R. OLSSON, Clerk By Deputy Clerk Sandra L. Nie son H-24 4/77 15m 001!492 In the Board of Supervisors of Contra Costa County, State of California January 10, , 19 78 In the Moller of Authorizing Acceptance of Instruments for Recording Only IT IS BY THE BOARD ORDERED that the following Offers of Dedication are accepted FOR RECORDING ONLY: Instrument Date Grantor Reference 1. Offer of Dedication American Baptist Adjacent for Drainage Purposes 12/12/77 Church of the Valley SUB. 4943 2. Offer of Dedication Myra H. Honegger, for Roadway Purposes 12/21/77 et al SUB. MS 67-77 3. Offer of Dedication Myra H. Honegger, for Drainage Purposes 12/21/77 et al SUB. MS 67-77 4. Offer of Dedication James L. Mapes, for Roadway Purposes 12/22/77 et al LUP 2067-77 5. Offer of Dedication Joseph R. Richardson, for Roadway Purposes 12/28/77 et al SUB. MS 116-77 6. Offer of Dedication Joseph R. Richardson, for Drainage Purposes 12/28/17 et al SUB. MS 116-77 PASSED BY THE BOARD on Janeary 10, 1978. 1 hereby certify that the foregoing is a true and correct copy of an order ii !a ed on the minutes of said Board of Supervisors on the date aforesaid. Originating Department: Public Works witness my hand and the Seal of the Board of Land Developr we"isors Division affixed this 10th day of January 1978 cc: Recorder (via P.W.) Public Works Director J. R. OLSSON, Clerk Director of PlanninggyAM r1A a Deputy Clerk Sandra I Niel on H-24 4/77 15m 09493 9A(]3 t In the Board of Supervisors of Contra Costa County, State of California January 10 o19 78 In the Matter of Approval of Agreement for Minor Subdivision 20-77, Alamo Area. &92EAS an agreement with Monroe J. Wingate. 374 Seventeenth St., Oakland, Calif. 94672, for the installation and completion of private im- provements in Minor Subdivision 20-77, Alamo area, has been presented to this Board; and � iErtEAS said agreement is accompanied by United Pacific Insurance Company Security Bond in the amount of $18,200 for the full amount of the costs for completion of the improvements required by the Zoning Administrator in approval of the above Minor Subdivision; plus Payment Bond in the amount of $18,200 required by Section 66499.3(b) of the Subdivision Map Act. NOW, TH=ORE, on the recommendation of the Director of Building Inspection, IT IS BY THE BOARD ORDERED that said agreement is APPROVED and the Chairman is AUTHORIZED to execute same an behalf of the County. PASSED by the Board on January 10, 1978. I hereby certify that the fore9okm is a true and coned copy of an order entered on the minutes of sold Boord of Supervisors on the date aforesaid. cc: Monroe J. Wingate M/dness my hand and the Seal of the Boord of Building Inspection (2) Supervisors affixed this 10th day of January 19_78 J. R. OLSSON, C{erk By % Deputy clerk Sandra L. Ni lson H-244/7715m • - A t 1 L' MINOR SUBDIVISION AGREEMEPIT (51) Minor Subdivision: 20 - 71 (51) Subdivider: Lf, (Private Improvements) 37L Seventeenth Street Oakland CA 9467-;2 (51) Effective ate: (52) Completion Period: dW& Ve" (53) Deposit: (faithful perf. / z� (payment bend) 1. Parties & Date. Effective on the above date, the County of Contra Costa, California, hereinafter called "County s and the above- named Subdivider, mutually promise and agree as follows concerning this subdivision: 2. Improvements. 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 shall complete this work and improvements (hereinafter called "work" within the above completion period from date hereof as required by Section 922-4.808 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. Improvement Security. Upon executing this agreement, Subdivider shall, in accordance with Section 922-4.604 (3) of the County Ordi- nance Code, deposit as security with the County at least the above- specified am-cunt, which is the total esti=ated cost of the work, in the form.m, 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 indemnitees from the liabilities as defined in this section: A - The indeunitees 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 damage of any kind allegedly suffered, incurred or threatened because of actions defined belbw.* 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, anal including the defense of any suit(s), action(s) or other proceeding(s) concerning these; C - The actions causing liability 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 - Pion-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 othe^ - Indemnification covering any of these matters, or that the alleged damage resulted partly from any negligent or willful misconduct of any Indemnitee. 5. Cost-s. Subdivider shall pay when due all the costs of the :cork, including inspections thereof and relocating existing ut=?ities required thereby. , S�/��;� 6. Nonoe rformance and Costs. If Subdivider fails to complete the work and i::1pr ovements :,titin. the time specified in this agreement or extensions granted, County -,=y proceed to complete them by contract _l- AAicrofi!maed with board order STATE OF CAI.1FOtN� 0) � �. COUNTY Jam I _ oA > o? G 7 ,�,. h.e., : W iw Meal st.w .Mee•ew .,PMW ' t, t E kmma w me to be the P~ Where 0e.e -tel W e■*d to the .ithM imermu t tad etkwMtlsed thmM-- C_ executed the eewe. = KATHLEW L ,1~116M WMEW my rd e4d ee4L APLM A NMAW "MINKM VM�m/ , 1 N�,n.a. C� S.ps& my eeewetdeu"ba L• Ifilt f Na (T"W ) Microfilmed with board order . FILED: • J. 1 r,j 1 J A NI 10 1978 J. R. OL%SCW aM WAiM or SUPERV M ONT TA CA. s or otherdise, and Subdivider shall pay the costs and charges there- for imediately upon demand. If County sues to corbel performance I of this agreement or recover the cost of completing the improve:aents, . Subdivider shall pay all reasonable attorneys ' fees, costs of suit, and all other expenses of litigation incurred by County in connection therewith. i 7. Assignment. 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 thea. 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 Count . Inspection of the work and/or materials, f or approval of work anal/or materials inspected, or statement by any officer, agent or employee of the County indicating the work or any f 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 j relieve the Subdivider of his obligation to fulfill this contract as prescribed; nor shall the County be thereby estopped from bringing any action for damnages arising fro= the failure to co=ly with any of the terms and conditions hereof. ' 10. Record Map. In consideration hereof, County shall accept said parcel m for fi g with the County Recorder. ^ coui T, OSTA UBDIVIDER: (see note below) By N. Bc 04 Chairman, Board of Suoe"Isors ATTEST: J. R. OLSSOH, County Clerk By & ex officio Clerk of� the Board Designate official capacivy 3n the business ) Hy Note to Subdivider: (1) Execute !: ., eputy acknowledgment form below; and ,Sardr�\L. NieISO (2) If a corporation, attach a certified copy of (a) the by-laws or (b) the resolution of the . $oard of Directors, authorizing execution of this contract and of the bonds `required hereby. � e e e s � � s � a s � � e e �► e s e .� � � � f � _ � _ � � � � �. � � State of California ) (Acknowledgment by Corporation, County of ) ss' Partnership or individual) ., On , the person(s) whose name(s) is/are signed above for Subdivider and who is known to rte 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 nared above executed it. (NOTARIAL SEAL] (Torr► approved by County Counsel 11/76otar^y Public for said County and State (CCC Std. Form; Rev. 12/74) MJB:bw -2- �i�149'"1 M aofilmed with board order 1 State of California ) ss: County of ALAN EM ) J On Deceober 23. , 19_, before me, the undersigned, a Notary Public in and for said County, personally appeared Robert A. Galindo known to me to be the person whose name is subscribed to the within instrument as Attorney-in-Fact of UNITED PACIFIC INSURANCE COMPANY,and acknowledged ; to me that he subscribed the name of UNITED PACIFIC INSURANCE COMPANY,as Surety,and h i3 own name as Attorney-i n-FacLt„mrrrrrrrtmnmranrrmt:ntau:tr:uununt_ ,Nt{illgl{{:UiN{LS U{iif 111 n.111,• ,j ♦11:N � My Commission expires 'f 7— , tart'vulmse to and.or said County BDU-1818 ED.3/72(CALIF.) hiticrofilmed with board order STATE OF CALIFORIV A )� ,nn^� � COU OF On , bc[ore tae, a Notary P id lic is ad for sa State, Personally apreaeed flLae IL kttowa to me to be the person whom ttaa{a to the within instrument and acknowledeed that executed the same. WITNESS my hard and official seal. ” KATE'ILEM L A/1fsllB• �,t�-�� Conran, citet,� signs u — MY a tion iaa f�Jim 31%11m 7 L wr— Name (Typed or Printed !akwf dared r wt'th..auLd iJT f*r 4 1 P;.—"i -General � ImPROVFaB:i:: SM1111TY BOND IVR MINOR SUBDIVISION AGIMLI-Wr (faithful performance 6 maintenance, AND Inbor 4 materials) (Calif. Bus. & Prof. Code'�i11612) 1. OBLIGATIOY. (Principal) •�M7llauE•J• MINUTE. as Principal; land tburotyLa corporation organized and existing under-the laws of the State rKull and authorized to transact surety business in California, as Surety, hereby joint ly'and severally bind ourselves, our heirs, executors, administrators, successors. and assigns to the County of Contra Costa, California, to pay it: A. faithful performance, S maintenance) 18,200. $i ►ghte+Rn t18O Dollars (S ) for itself or any city-assignee under the clow-cited subdivision contract, plus (B. labor $ materials) ' Dollars (S 18.2 —•--) for the benefit of pe obW me ns prole to un er a us. E Prot. Code 611612. 2. RECITAL OF CONTRACT, The Principal hascontracted with the County to install and pay for street, drainage, and other improxements in Minor Subdi• ision Number SLS 20-V as specified in the Minor Subdivision Agreement, and to comoLete said work within the - time specified in the .Minor Subdivision Agreement for completion, all'in accordance with, state and local laws and rulings thereunder in order to satisfy conditions for.filing of the Parcel Map for said minor subdivision. 3, CONDITION. .£ the Principal faithfully performs all things required of him according—to—Me—terms and conditions of said contract and improvement plan and improvements agreed on by him and the County, then this obligation'as to Section t-(A) above shall become null and void, except if he fully pals the contractors, subcontractors, and persons renting equipment or furnishing labor or materials to them for said work and . improvement, and protects the prcnises from claims of such liens, then this obligation as to Section 1-(R) aLove shall became null and void; otherwise this,obligation remains in full force and affect. , No alteration of said contract or any plans or specifications of said work agreed to by the Principal and the County shall relieve any Surety from liability on this bond; and consent is hereby given to make such alterations without further notice to or consent by Surety; and the Surety hereby waives the provisions of Calif. Civil Code $ 2819, and holds itself bound iiithout regard to and indeperi'dently of any action against Principal whenever taken, and agrees that if County sues on this'bond, Surety will pay reasonable attorney fees fixed by court to be taxed as costs and included in the judgment. SIGNED AND SEALED on DECELM 23, 1977 PRINCIPAL SURETY �+��.'.• iA ' ?�!. i'rIN TE ,.�. UNI ,AC& C N E l�i':Y'� sy i .� •rrr re:r►rrrr rr r r rrrrrrrrrrrrrrrrr::::r r♦:rrrrrrrrr rrrrrrrrrr:rrrrrrr:w,r� >! tiZr' State of Califc a ) ss. (ACKNOWLEDGIIENf BY SURETY) „ , - County of ) r Oa December 23, 1977 the person(s) whose namc(s) i s/are signed abohm i .'; for Surety and who is known to me to be the Attorncy(s)-in-Fact for this Corporate Surety, personally appeared before me and acknowledred to no that he/they signed the name of the Corporation as Surety and his/tbeit- own name(s)-as its Attorneys)-in-Fact. (NOTARIAL SEAL) • Notary Public for said ty and State n J� (LD-33 3/74) - ()fgatlJ _ Microfilmed With board Omer In the Board of Supervisors of Contra Costa County, State of California January 10 , 19 In the Maher of Approval of Minor Subdivision 22-77, Kensington Area. MEAS an agreement With Harvey k Judith Pawlick, c% 23 Lenox Road, Kensington, California, for the installation and completion of private improvements in Minor Subdivision 22-77, Kensington area, has been presented to this Board; and lffERSAS said agreement is accompanied by a cash deposit in the amount of $600.00 for the full amount of the costs for completion of the improvements required by the Zoni-ig Administrator in approval of said minor subdivision; plus the amount of $300.00 required by Section 66499.3(b) of the Subdivision Map Act, Building Inspection Department Receipt No. 1.47203, dated December 21, 1977. I10W, THEREFORE, on the recommendation of the Director of Building Inspection, IT IS BY THE BOARD ORDERED that said agreement is APPROVED and the Chairman is AUTHORIZED to execute same on behalf of the County. PASSE by the Board on January 10, 1978. 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. Witness my hand and the Seal of the Board of cc: H. Pawlick Supervisors Building Inspection (2) offixed this 10th day of January 1978 J. R. OLSSON, Clerk By o ��Cc _. 214,0-x_) . Deputy Clerk Sandra L. N-i lson H-24 4/77 15m MINOR SUBDIVISION AG?EEIIEPn (§l) Minor Subcivision: m5 Z 2=77 (51) Subdivider: ft= dt: (Private Improvements) Z3l.eno*K "KeMLJ&Az 0.,, (51) Effective Date: 924 at (52) Completion Period: 0Wo (53) Deposit: (faithful per S -- (ta• ent berd) r 3,77 -- /.'� 4 CAIS& ke cam. P+ . 1. Parties & Date. Effective on the above date, the County of '70r) Contra Costa, California, hereinafter called "Count.y", and the above- named Subdivider, mutually promise and agree as follows concerning this subdivision: 2. Imorovements. 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 shall complete this work and improvements (hereinafter called "work" within the above completion period from date hereof as required by Section 922-4.8C8 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. Improvement Security. Upon executing this agreement , Subdivider shall, in accordance with Section 922-4.604 (3) of the County Ordi- nance Code, deposit as security with the County at least the above- specified amcunt, which is the total estimated. cost of the work, in the for::: 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 indemnitees from 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, commissions, - officers, agents and employees; B - The liabilities protected against are any liability or claim for damage of any kind allegedly suffered, incurred or threatened because of actions defined below ... 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 proceedings) concerning these; C - The actions causing liability 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 therm; D - Non-Conditions: The promise and agreement in .this section is . not conditioned or dependent on whether or not any -Indennitee 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 r-aatters, or that the alleged damage resulted partly from any negligent or willful misconduct of any Indemnitee. 5. Costs. Subdivider shall pay when due all the costs oL the work, including inspections thereof and relocating existing utilities required ed thereby. 6. Noncerfcrmance and Costs. If Subdivider fails to complete the work and improvements within the time specified in this agreement or extensions granted, County may proceed to complete the.: by contract Mi&Gfilmed with board order _1_ 001901 L t U JAN 19 1978 t� J. & O SSON f aERK BOARD of SUPERVISORS AM=- or T CO.or otherwise, and Subdivider shall pay the costs and charges there- ' for mediately upon denand. If County sues to compel performance of this agreement or recover the cost of completing the improvercents, Subdivider shall pay all reasonable attorneys' fees, costs of suit, f and all other expenses of litigation incurred by County in connection f therewith. T. Assignment. 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 thea. i 8. Warranty. Subdivider warrants that the said improvement plan I is adequate to accomplish this work as promised in Section 2; and if, I 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 work 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 estopped from bringing any action for dar..ages arising from the failure to corply with any of the teres and conditions hereof. 10. Record Mao. In consideration hereof, County shall accept said parte map z'or f{ 'ng with the County Recorder. /y///lvL-r�A/�/,Td�e/l/Y/1• Aw�i� CO �1^ i SUS VIDER: (se no be ow) H W. N. Oo2a2agess Chairman. Board of , upervitrs ATTEST: J. R. OLSSO11, 'County Clerk By Dlati,�r & ex officio Clerk of •the Board Designate official capacity in the business) By Note to Subdivider: (1) Execute Sandra L. Ni ISon Dbputy acknowledgment below; and (2) If a corporation, attach a certified copy of (a) the by-laws or (b) the resolution of the Toard of Directors, authorizing execution- of this contract and of the bonds 'required hereby. e e s e e e e e e e e e a e e e e e x e a e e ee e e e e e e e e e State of California ) (Acknowledgment by Corporation, County of ss Partnership or Individual.) On f. O: tvi i-w•`j r21 /477 , the person(s) whose na=me(s) is/are signed above for Subdivider and who is known to me to 'be the individ ual and officer or partner as stated above who signed this •instrturent, and acknowledged to me that he executed it and that the corporation or partnership named above executed it. - /� j [NOTARIAL SEAL] is l t^ I, _ i Y:1 ( ('✓, .,b�/,, 1 (Fore approved by County Counsel :1��o�dotary Public for said County,/-and State (CCC Std. Form; Rev. 12/74) 0�1���2 INiJB:bw -2- J 3OFFTCIAi,,gaL KATHRYN A D'tFOE NOTARY FUBLIC•CAL.'ORMA COUNTY OF.LAYFDA 111 Cowissiu Et,ires DOC,22 i9RB Microfilmed with board order .�.c�- C. In the Board of Supervisors of Contra Costa County, State of California Januarx 10 . 19 Z8_. In the Molter of Hearing on Appeal of J. R. Lucas, Applicant, and George Winberg, Owner, from Action of the Orinda Area Planning Commission on Application for M.S. 208-77, nrinda Arpa The Board on December 27, 1977 having fixed January 24, 1978 as the time for hearing on the appeal of Mr. J. R. Lucas, applicant, and Mr. George Winberg, owner, from the Orinda Area Planning Commission denial of the application for Minor Subdivision 208-77, Orinda area; and The Board having received a January 6, 1978 letter from Mr. Michael T. Stoddard, attorney representing Mr, Winberg, requesting that the matter be recalendared to a later date in February due to a conflict in his schedule; and Good cause appearing therefor, this Board hereby gives notice of its intention to continue its hearing on the aforesaid appeal from January 24, 1978 to February 21, . 1978 at 11:05 a.m. IT IS ORDERED that the Clerk give notice of same by mailing a copy of this order to all interested persons. PASSED by the Board on January 10, 1978. 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. cc• J, R. Lucas Witness my hand and the Seal of the Board of G. Winberg Supervisors J. Barker ofBxed this (�rh om,, day of T ,..,,... 19� Orinda Association Director of Planning n R. OLSSON, Clerk r 1 ' By Deputy Clerk nda Amdahl H-24 4/77 15m 09503 In the Board of Supervisors of Contra Costa County, State of California January 10, , 19 7� In the Matter of Acceptance of Instruments Subdivision MS 138-77 in the Oakley Area IT IS BY THE BOARD ORDERED that the relinquishment of abutter's rights is accepted; the Offer of Dedication for roadway purposes is accepted for recording only, and the County Ordinance Code, Section 94-4.414, requiring subordination of rights by the U. S. A. for an existing easement is hereby waived. ao n PASSED BY THE BOARD on January 10, 1978. I hereby certify that the foregoing is a true and cored copy of an order entered on the minutes of said Board of Supervisors on the date aforesaid. Originating Department: Public Works yyOness my hand and the Seal of the Board of Land Developmegt D' mon cc: Public Works (LD) affixed this 10th day of. Januaryl9 Recorder (via P. W. ) Bobby Helms J. R. OLSSON, Clerk 115 Hillside Dr. Antioch, CA By Deputy Clerk Director of Planning j Sandra Z, ieloon H -24 4/77 15m ��� 504 C C In the Board of Supervisors of Contra Costa County, State of California January 10, , 1978 In the Motley of Rescinding Offer of Dedication for Roadway Purposes and Accepting Offer of Dedication for Drainage Purposes IT IS BY THE BOARD ORDERED that the acceptance of the following Offer of Dedication, for recording only, is rescinded: Instrument Date Grantor Reference 1. Offer of Dedication Raymond H. Edwards, Subdivision for Roadway Purposes 12/10/77 et al MS 70-77 IT IS BY THE BOARD ORDERED that the following Offer of Dedication is accepted for recording only: Instrument Date Grantor Reference 1. Offer of Dedication Raymond H. Edwards, Subdivision for Drainage Purposes 12/30/77 et al MS 70-77 PASSED BY THE BOARD on January 10, 1978. 1 hereby certify that the foregoing is a true and correct copy of an order entered on the minutes of said Booof Supervisors on the date aforesaid Originating Department: Public Works Wihww my hand and the Seal of the Board of Land Develop- Supervisors ment Division affixed this 10th day of .Tam,arm 193 cc: Recorder (via P.W.D.) Public Works Director d. R. OLSSON, Clerk Director of Planning By ` Deputy Clerk Sandra L. Ili., son H-24 4177 15m ( � �t)t11`1 5 In the Board of Supervisors of Contra Costa County, State of California January 10 , 19 71L Ire the Matter of Sale of Surplus Laundry Equipment On the recommendation of the Director, Human Resources Agency (Medical Services) , IT IS BY THE BOARD ORDERED that certain county-owned laundry equipment is DECLARED as surplus property and the County Purchasing Agent is AUTHORIZED to sell said property pursuant to County Ordinance Code Section 1108.2-212. Passed by the Board on January 10, 1978. 1 hereby certify that tl+e fon"p"9 is a true and correct copy of an order entered on the minutes of said Board of Supervisors on the date aforesaid. Orig: Auditor-Controller Witness my hand and the Seal of the Board of Supervisors CC*. Purchasing Agent Human Resources Director affixed d'a_jD -day Medical Director County Administrator J. R. OLSSON, Clerk Oeputy Clerk Patricia A. Bell H-24 4[7715m In the Board of Supervisors of Contra Costa County, State of California January 10 In the Matter of Proposed Dissolution of Contra Costa County Transportation Advisory Committee. The Board on January 4, 1978 having received a letter from Mr. Robert- I. Harman, Chairman, Contra Costa County Transportation Advisory Committee, advising that the functions of said Committee have largely been taken over by other bodies , and the the Committee has essentially fulfilled the function for which it was created and has accomplished its purpose ; and Mr. Harman having expressed the opinion that the Committee should be discharged of its responsibilities , and having cited a December 20, 1977 report to the Board from its Internal Operations Committee (Supervisors E. H. Hasseltine and N. C. Fanden) which also recommended termination of the Transportation Advisory Committee; and Mr. Harman having requested that no action be taken to dissolve the Committee until a recommendation is received from the Contra Costa County Mayors ' Conference or from any Committee member who might hold a contrary opinion on this matter; IT IS BY THE BOARD ORDERED that February 14 , 1978 at 10:45 a.m. is FIXED as the time for decision on the dissolution of the Contra Costa County Transportation Advisory Committee. PASSED by the Board on January 10, 1978. 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. Witness my hand and the Seal of the Board of cc: Mr. Harman (via Public Wc>uip"isors Contra Costa County affixed this 10th day of Januaty . 19 78 Mayors Conference Public Works Director County Administrator J. R. OLSSON, Clerk Public Information Office A Deputy Clerk Contra Costa County Mar* Craig Transportation Advisory Committee (via Public [forks) H-24417715m �I N� In the Board of Supervisors of Contra Costa County, State of California January 10 , 19 UL In the Matter of Established Terms for the Board of Directors of the Eastern Contra Costa Transit Authority. The Board having received a memorandum from Mr. Vernon L. Cline, Public Works Director, advising that the Board of Directors of the Eastern Contra Costa Transit Authority has established two-year terms of office for its members appointed by the Board of Supervisors with the initial staggered terms expiring as follows : Term Member Expires Ms . Molly Reeves December 31, 1978 Ms. Helen Mackintosh December 31, 1979 IT IS BY THE BOARD ORDERED that the aforesaid terms are CONFIRMED. PASSED by the Board on January 10, 1978 . 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 oforesaid. witness my hand and the Seal of the Board of CC: Ms . M. Reeves Supervisors Ms. H. Mackintosh 10th January 78 Cities of Antioch, BrentwooEf, xod this day of 19 and Pittsburg Public Works Director \ �, ; OLSSON, Clerk Director of Planning County Auditor-Controller By I i ?"X' �'� -Y � -y' } Do" Clerk County Administrator __-,)Ronda Amdahl County Treasurer-Tax Collector H -24 4/77 15m n fl)150 )1500 In the Board of Supervisors of Contra Costa County, State of California January 10 . 19 In the Matter of Recommendation of Finance Committee on Management Alternatives of County Medical Services. The Board on December 27, 1977 having referred to its Finance Committee (Supervisors R: I. Schroder and-J. P. Kenny) a report from the Human Resources Director and the County Administrator on management alternatives for the County Medical Services Department, including a proposal for the establishment of an Enterprise Fund; and Said Committee having this day recommended the following: 1. Authorize the County Administrator and Director, Human Resources Agency, to prepare a detailed work plan which identifies specific steps required to implement the recommended management alternatives, said plan to be filed with this Board approximately . January 31, 1978; and 2. Continue this Board's support in principle for the Establishment of an Enterprise Fund to be implemented not later than July 1, 1978• IT IS BY THE BOARD ORDERED that the recommendations of the Finance Committee are APPROVED. PASSED by the Board on January 10, 1978. 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. . cc: Board CommitteeWirths my hand and the Seol of the Board of Director, HRA Supervisors 11edical Director of5xed this 1Ljhdoy of jnn,iarg 19-7a County Auditor—Controller County Administrator J. R. OLSSON, Clerk ay Deputy Clerk r bbie errez H-24 4/77 15m i(j *909 The Board of Supervisors Contra Coknt Co�n:y rd Ex C'.:.ae">•.vt Me Board Coun iV Administration Building Costa Mn.cer,re.n,pus"# '.'ar,:.—Z, California 94553 COunt�/ tcf,:373-23Tt ,;anx•P.Kenny-R-Chmond J Nancv C.Fand'*n-Martinez K Poem 1.Schroder-Lafayette W nen y,Boggsas-Concord Damc; - E,•e H.HusNtine-Pittsburg JANUARY 10, 1978 REPORT OF FINANCE COMMITTEE ON MANAGEMENT ALTERNATIVES FOR COUNTY MEDICAL SERVICES On December 27, 1977, the Board referred to our Committee a report from the Human Resources Director and the County Administrator. This report dealt with management alternatives for the County Medical Services Department, including a proposal for the establishment of an Enterprise Fund. The Finance Committee met with the Human Resources Director and County Administrator on January 9. The County Administrator recommended that the Committee report positively on the recommendations contained in the report. The County Administrator pointed out that the recommendation requested from the Board simply dealt with authorizing staff to continue development of an Enterprise Fund and other management changes in the Medical Services Department and that further progress reports would be made over the next several months leading toward implementation of an Enterprise Fund not later than July 1 , 1978. The Committee therefore recommends that the Board of Supervisors take the following actions: 1 . Authorize the County Administrator and Human Resources Director to prepare a detailed work plan which identifies specific steps required to implement the recommended management alternatives. This plan will be filed with the Board approximately January 31 , 1978. 2. Continue the Board's support in principle for the estdlishment of an Enterprise Fund to be implemented ,/7rrlof/lAter than July 1 , 1978. r�1 Robert I. Schroder Jai 5 P. Kenny Supervisor, District IIIpervisor, Districts fpi� i.� In the Board of Supervisors of Contra Costa County, State of California _ January 10 . 19 -M In t6 QAa&iw of Recommendations of Finance Committee on Various Referrals. The Board having heretofore made certain referrals to its Finance Committee (Supervisors R. I. Schroder and J. P. Kenny) ; and 7. Said Committee having reported and recommended as follows: Item Date Recommendation Consideration of change 7-19-77 Board, on recommendation of in county fiscal year to Finance Committee, has approved other than July 1 through an alternative procedure for the June 30. many mental health contracts which will relieve problems with the existing fiscal year timetable. A change in the fiscal year deter- mined to involve a change in State Legislation, legislation which would have to be uniform for all counties. As an alternative, therefore, the Committee recom- mends that the County Administrator examine the feasibility of adopting the final budget prior to July 1 in conjunction with other changes being made in the budget process. Proposal of Richmond 11-1-77 Direct Clerk to list on agenda City officials- for for a Committee report on construction of a courts January 24,. 1978. building rather than welfare. building in downtown Richmond. Proposal for submittal 12-20-77 Direct Clerk to list for consid- of funding application eration by the full Board on pertaining to unplanned January 17, 1978. pregnancies among teenagers utilizing peer education approach. Proposal for provision 12-20-77 Committee determined this to be of a temporary detention the most practical solution to facility for sentenced problem of lack of space for women at the site of confinement of sentenced women the women's Minimum prisoners pending completion of Security Facility in the neva detention facility. Richmond. _ Accordingly, it recommends that the Sheriff's Department and _ Public Works Department be authorized to clear acceptability of the relocatable facility structure with appropriate state and local officials, that the - Public Works Department be authorized to prepare plans for site work and utility improvements, . and that five additional Deputy Sheriff positions be authorized for staffing the facility. The Board having considered said committee report and determined the recommendations to be appropriate; HOTU, THEREFORE, IT IS BY THE BOARD ORDERED that the aforesaid recommendations of its Finance Committee are APPROVED. PASSED by the Board on January 109 1978• CERTIFIED COPY I certify that This is a full. true & correct copy of the orfginai document which is on file in my office, and that it was passed & adopted by the Board of Supervisors of Contra Costa county. Ca!ifornia, on the date shown. ATTEST: J. R. OLSSON, county Clerk&es-officio C said Board of Supervisors, by Dep y Clef 10 1978 „4+�;r 'errez ccs Board Committee County Administrator County Counsel _ Public Uorks Director City. Manager of Richmond Richmond Redevelopment Agency Director, Human Resources Agency County Auditor-Controller County Health Officer County Sheriff-Coroner , el c►!)�12 POSITION ADJUSTMENT REQUEST No: 3 Department Sheriff-Coroner Budget Unit 2570 Date 11-8-77 Action Requested: Create five additional positions of Deputy Sheriff Proposed effective da : 1 2-1-77 Explain why adjustment is needed: To provide staff for a temporary confinement module housing sixteen female inmates. Estimated cost of adjustment: Amount: I . kaa ar,�s Arid wages: Contra Costa County $ 44.640.00 2. iFixed Assets: (tiAt .items and coat) RECEIVED NOV c Cn > CEstimated totAffice of $ 44,640 County Administrator Signature Depar nt ea Initial Determination of County Administrator it J To Civil Service: Request recommendation. t thlstrlh� Personnel Office and/or Civil Service Commission Date: December 27- 1977 Classification and Pay Recommendation Classify S Deputy Sheriff positions. Study discloses duties and responsibilities to be assigned justify classification as Deputy Sheriff. Can be effective day following Board action. The above action can be accomplished by amending Resolution 71/17 by adding S Deputy Sheriff positions, Salary Level 417 (1314-1597) . Assistant "Personnelctor Recommendation of County Administrator /Date: January 10, 1978 4 Recommendation approved pursuant to Board of Supervisors Finance Committee report approved January 10, 1978. County ministrator Action of the Board of Supervisors Adjustment APPROVED . ( ) on —1 0 Wa J. R. OLS Ccntr Jerk Date: ni i n i a?o By APPROVAL o6 thie adiu,6tmen.t eonAtituxee an Apptopni.ati.on Adjua.tment and PvEhonneZ Raotation Amendment. NOTE: Top section and reverse side of form mue.t be completed and supplemented, when appropria e, by an organization chart depicting the section or office affected. P 300 (M347) (Rev. 11/70) Microfilmed with board oraet IN TBE BOARD OF SUPERVISORS OF OCNl'Ft�► C0SMk COMITY, Sn= OF C?QXF1OFKIA In the Matter of Award of Contract ) for Detention Facility Electrical , ) Januar 10, 1978 Martinez, California. ) y ) Project M. 5269-926-(46) ) Bidder TOML AMOUNT Band Amounts E. C. Ernst, Inc. , (including Alt. DI Zaboac Mats. $893,750 Martinez, California $1 ,787,500 Faith. PGrf-$1 ,787,500' The Howard P. Foley Company, Martinez, California $1 ,822,404 The above-captioned project and the specifications therefor being approvers, bids being duly invited and received by the Public Works Direct=; and The Public Works Director recommexUng that the bid Listed first above is the lowest responsible bid and this Board concurring and so finding; IT IS BY TM BOARD Off, that the contract for the furnishing ng of labor and materials for said work is awarded to said first listed bidder at the listed amount and at the unit prices submitted in said bid; and that said contractor shall present two good and sufficient surety bonds as indicated above; and that the Public Works Department shall prepare the contract therefor. IT IS FLnMW ORDERED that, after the contractor has signed the contract and returned it together with bonds as noted above and any required c icates of ir�surarre or other required documents, and the Public Warks Director has reviewed and found then to be sufficient, the Public Works Director is authorized to sign the contract for this Board. IT IS FUM ORDERED that, in accordance with the project specificatianzs and/or upon signature of the contract by the Public Works Director, any bid bands posted by the bidders are to be exonerated and any checks or cash subtaitted for bid security shall be returned. PASSED by the Board on January 10, 1978 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 affixed this loth day of January , 197-8 . )riginator: Public Works Department J. R. OLSSCN, Clerk .c: Public Works Director County Auditor-Controller By Depsty Clerk Contractor Sandra i elson i� orm 9.1 (Rev. 9-77) CC"i T?AC: (Construction Agreement) (Contra Costa County Standard Form) 1. SPECIAL S%VVJS. These special terms are incorporated below by reference. (952.3) Parties: (Public Agency] Contra Costa Counts/ [Contractor] E. C. Ernst, Inc. Complete legal na:e) (52) s'rlectiue jase: January 179 1978 [See 5+ for starting date.] (53) Tice work: Detention Facility Electrical , which includes furnishing and installing electrical systems for the Contra Costa County Detention Facility, [Martinez, California, all in accordance with Plans and Specifications prepared by or for the Public Works Director and in accordance with the accepted bid proposal . (Prof. No. 5269-926-(46)) . (S4) Corpla:ion :^:ie: (strike out (a) or (b) and "calendar" or ".corking"] XXXX)rXXIXKI iXXXXXXXXXXXXXXXXXXXXXX (b) days from starting date. (SS) Liquida:ad ;amages: S None per calendar day. (Actual) (SO Public AgcncY'a Agent: Public Works Director (S7) Coraraea ?rice: 5 1 ,787,500 (for unit price contracts: more or less, _ accordance wit.^. =_:;3^ed quantities at ::nit bid prices.) [Strike ou parenthetical mat_-rial if inapplicable.] J AC3.7c7_Z3c.•:=./�. '// / Vernon L. Cline Designated Representative; Public Works Director MUUMUU ::ontrac:arhereby al3o:ac3cnewleacinc awareness Jsr.c cawoliance with :.abor C�e%06cOrcera�:g 5fcrka:' C�asfe/::sat_or. Law. ' [Designate roc:a� capacity :n;tta�bas:nessl SEAL] President AssistarSt Secretary Chief Operating Officer By: _ ;- jZesignate o+_;c:ai capacZzy ._. .:: sie Buil e V :lose so Cor. --:or f:l _secu:a ack.^.owLe4r..er.: ;o:-. be.ow, and ;21 if a corpora- =ion, af, i.J-70raa �'Ca i. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - State of Cali4Or:�•V ntra CO$ta ) ss• `'c""C'•l-r"""".": (b_r Corgoratioa, County of ) Part nersnip, or Ind-vidual) :he person Wj signing above for Contractor, ;sown to rc -: -ndisidual and business capacity as stated, iersenally appeared Se°_re ca today and acknowledged tw `. at e/ executed it and t:.at -ha ccr=cratit an Cr =ar:n ersnip :awed above executed it. Dated v.. ,> '/•,,�3��: , C. G�hh � <� hOT.::Y'v:+��C C.i�iFOpiylq ; Karin E. Farri gran CONTRA COSTA COUNTY � - - -Notary -•-1-c- - - - - - - - - - - - - - - - - - - i9J fZ+N 70. APPROVE cy vC-.^•LTJ �Cti-13ei. (Pace l of ;) (CC-1; Rev. 2.1-71) Microfilmed with board order 04)51.5 3. WORK CO.- RACZ. C..RA::M. (a) By their si;natures in Section 2, effective on the above • nate, these parties premsso and agree as set forth in this contract, incorporating by these references the material ("special teras") in Sec. 1. (b) Ccrtractor seal:, at tis awn cost and expense, and in a workmanlike manner, fully ane faithfully perform and complete the work: and will furaisi 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 Agerc•;'s plans, drawings and specifications. (c) The work can be changed only with Public Agency's prior .mitten 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. TIME: NOTICE TO PROCEED. Contractor shall start -his work. as directed in the speci- scatlons or tie uotice to Proceec; and shall complete it as specified in Sec. 1. S. LIQUIDATED =AGES. If the Contractor fails to co=pleto tris contract and this work wita-n tie t=e rixeu 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 ir-practicable and extremely difficult to ascertain and fisc the Public Agency's actual damage from any delay in performance..hereof, it is agreed that Con tractor 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 worm.; and if the samw b.: not paid, Public Agency may, in addition to its other remedics, deduct the sane from any money due or to beco:� cue Cortraczor under this con- tract. If the Public Agency for any cause authorizes or contributes to a delay, suspen- sion of work or extension of time, its duration shall be added to rhe time allowed for completion, but it shall not be deemed a waiver nor be used to defeat an_v right of tine Agency to da-ages for non-completion or delay hereunder. Pursuant to Governcont Code Sec. 4315, the Contractor shall not be assessed liquidated daeages for delay in completion of the worm:, urnen such delay was caused by the failure of the Public Agoncy or the owner of a utility to provide for removal or relocation of existing utility facilities. S. INTEGRATED DGCV-1E 5. :::e plans, drawings and specifications or s:ecial provisions Ci tae Public Ag acl's cs11 :or bids, and Contractor's accant_d bid :or this work are hereby incorgoratad into =is contract; and they are intoacec: to co-operate, so that any- thing exhibited iII t:se plans or drati+ings and not mentioned :n t!,e specifications or special provisions, or vice versa, is to be execated as if exhibited, mentioned and set ford: in nosh. to the true _..tent and moaning thereof teflon taken all together; and differences o: opinion concerning these sr.all be finally aate=inec by Public Agency's Agent specified in Sic. 1. 7. PAMME11T. (a) :or :Lis strict and literal fulfilL-ant of these promises and conditions, Z�s ull, compensation for all this work, the Public Agency shall pay the Contractor the aura specified is Sec. 1, except that in unit price contracts the payment shall be for finished quantities at unit bid prices. (b) on cr about the first day of each calendar =nth the Contractor shall submit to the Public Agency a •Per:fled application for payrent, supported by a statement showing all materials actually -:.stalled during the preceding month, the labor expended whereon, and the cast thereof; whereuson, after checking, the Public Agency shall issue to Contractor a cer_ determinedcate for the amount determined to be due, sinus 103 thereof pursuant to Government Cade Sec. 53067, but not until defective work and .materials have beer. removed, replaced and made good. 3. PAYtCNTS WITHHELD. (a) :he Public Agency or its agent may withhold any payment, or Because os later discovered evidence nullify all or any certificate for payment, to such extent and period of time only as may ba necessary to protect the Public Agency from loss because of: (1) Defective work not remedied. or uncompleted work, or (2) Claims filed or reasonable avi dence indicating probable filling, or (3) Failure to properly Pay subcentractars or for material or labor, or (4) Zeasonab+a doubt t:3t the ycz': zap :Le completed Ear the balance than unpaid, or (5) Damage to another contractor, or (o) Damage to the Public agency, other than damage due to delays. (b) The Public Agency shall use raaacnable dilfigerce to discover a:c resort to the Contractor, as the work progresses. t::e mat:rials and labor which are ncc sa:isfaetory to 3.7 as to 3VC4d un:.eC253ary trCt.'b1C Cr COSI t0 '.:ie mon=rac=OC � :mkt good any defective war;: or ?arts. (c) 35 calendar da-.-s after the Publ.'c Agency f_.es its no_fics of ccop:at:oII of :.':e entire (Page 2 of 4) (CC-l; ?.eve +_-, :) f)f)516 work, it snail issue a certificate to tine Contractor and pay tae balance of the contract price after deducting all amounts w;tnnsld ;under this contract, provided the Contractor shows that all claims for labor and mate:ia3j have been paid, no claims nave been presented to the Public Agency based on acts or omissions of the Contractor, and no liens or withhold notices have been filet acain3t the work or site, and provided there are not reasonable inaicaticns of defective or mi3:.ing work or of late-recorded notices of lions or clairs against Contractor. 9 1:;SL'RAi+CL. (Labor Code S51860-61) On signing this contract, Contractor must give ?uo :c Agency (1) a certificate of consent to self-insure issued by tee Director of Industrial Relations, or (2) a certificate of workers' Compensation insurance issued by an atlantal insurer, or (3) an exact cope or duplicate thereof certified by the Director or the insurer. Contractor is aware of and complies with tabor Code Sec. 3700 and the Workers' Compensation Law. 10. HONUS. On sig:i:g this contract Contractor shall deliver to Public Agency for apprroovTgood and suf_iciert bonds with sureties, in a=unt(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. :aILLRE TO PCR:UP-11. If the Contractor at anyti.:.e re-uses or noslects, without fault at tae Public lgercy or st3 agent(s) , to supply sufficient catarials or workmen to complete this agreement and work as provided herein., for a period of 10 days or mors after written notice thereof by the Public Agency, the Public Agency may fur-nisi same and deduct the reasona:,le expenses thereof from the contract price. 12. X1::5 ,I.OPLY. General. Both parties recognize the applicability of various federal, state and: vocal :anis anu requlations, especially Chapter 1 of ?ar= 7 of the California =abor Cede (begiani ng with Sec. 1720, and including Secs,.. 1735, 1777.5, S 1777.6 forbidding discrimination) and intend that this agreement complies therewith. The parties specifically stipulate t:iat the relevant penalties and forfeitures provided in the Labor Code, especially in Secs. 1775 5 1313, concerning prevailing wages and 'hour.:, shall apply to this agreement as though fully stimulated: herein.. 13. SL'ECC::P_%C.CZS. Gove-rnment Coda 554100-4113 are incorporated herein. 14. :7AGE RATES. (a) Pursuant to Labor Code Sec. 1773, the D-rector of the Department of industrial Rena:=orfs has ascertained the general prevailing rates of wages per diem, and for holiday "- over_sae work, is the locality in which this work is to be performed, for each craft, cla;sificat:on, or type of workman needed to execute this contract, and said rates are as specified ir. the call for yids for this work and are on file with _.e Public agency, and are nercuy incorporated herein. (b) his schedule of wages is based an a working day of 8 hours unless othordise specified; and the daily rate is the hourly rate sultipliad by the number of :nears cen- stitutIns tie working day. When lass taan that number of hours are wonted, the daily wage rate is pro_ort:onately reduced, but the hourly rate remains as stated. (c) %.he Contractor, and all his subcontractor, must pay at least these rates to all persons on this warx, including all travel, subsistence, and fringe benefit pay.-Ants provid:edi for by applicable collective bargaining agreements. all skilled labor not listed above must be paid at least the wage scale establishad by collective bargaining agreement for such labor in the locality where such work is tieing performed. If it becomes neces- sa 1 for the Contractor or any srbcontractor to employ an! person in a craft, classifi- cation or t.ae of work (except executiva, supervisor!, acain.strative, clerical or other non-manual workers as such) for which no minimum wage rate is specifiad, the Contractor Shall immediately notify tie Public Agency which shall promptly determine the prevailing wage rate t4arefor and furnish the Contractor with the minimum rate based thereon, which shall apply fro.: rite time of the initial ecplayment of the person affected and during the continuance of suca a=plc*—_ent. 15. eiCCPS OF :..%BCR. right incurs of 1.2L . ir one ca:endar da, const-tutes a legal day's work, ane no .;cr.:raa ecp.cycd at any time on this .cry: by the Cont=actor or by any szb- cont=actor shall !:s r2quired or pax-mitted to work longer tMordon except a3 prcri=ad -» Labor Code Sacs. 15:3-131:. 16. APPREN IC=S. Properly ndencrred appren_.ces :ay be earlcyed cn mais wcrk in actor=aace wit:: ;ai:= Code Secs. 1777.5 and 17:7.6, forbidding dsscrizination. (Page 3 of 4) CCC-1; Ray. 11-70 00517 l7. PRLFLRE:GCC FOR :L'.^ER:ALS. :he P,:ulic Aqency desires to promote t::e industries and economy BE Contra Costa county, and tae Contractor t.'sers:fore Promises :o ;:.:a the. products, workmen, laborers and mechanics of this County in every case where the price, fitness and quality are equal. 19. This agreement bines =.`se :stirs, successors, assigns, and representatives or tae Contractor; but he cannot assicn it is whole or in part, nor any Monies due or to baccme due under it, without the prior written consent of tae Public Agency and the Contractor's surety or sureties, unless they have waiytau notice o= assignu6ent. 19. :'O WAI`JrZ BY PL'3:.IC AG%:CY. inspection of the work aria:/or =Aterials, or approval of week an !or .:.a:ersalz s ispocza , 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 these acts, shall not re_iave the Contractor o: his obligation to !ulfill this contract as Prescribed.- nor s:.all t.�e Ps:blic Age- be thereby estopped from bri:gizg any action for damages or enforcement arising from tha failure to comply with a:.f of the tens and conditions hereof. 20. HOLD :3AR:•:ams s :.,x 'C:2:Y. (a) Contractor pro--is-as to and shall hold harmless and z.-sdemnigy :rosy u:e 1sabi :ties as defined in this sectica. (b) The in do itees benefited and protected ivy this promise are the Public Agency and its elective and appointive boards, commissions, officers, agents and employees. (c) he liaW lit__s prctectad against ars any liability or claim for damage of any kind allegedly suM=exec, i:currad or threatened because of actions refined balcw, including ;personal injury, death, property damage, iaversa condemnation, or any ccobiration of these, regardless of w:zether or not such liability, claim or da.:.aga was unforesesable at any time - oaforo tae Public Age:.x- y approved the improvement plant or accepted e.e improvements as completed, and including tno defense of any suit(s) or action(s) at law or equity concerning these. (d) The actions caus.ag Lability are any act or omission (negligent or hoz-aegligant) LZ connection 93' t.:e shatters covered by this contract and attributable to the contractor, subcontractor(s) , or any officerIs), agents) or assp:oyeeIs) of oma or core of them. (e) :ten-Conditions: :' a pro--ism and agreement is this section is not conditioned or dependent on w:setner or not any Inde=itee has prepares:, sumpLied, or approved any plan(s), drawing(s) , specification(s) or special provision(s) in ccnnection wit.' tais work, has insurance or other indemnification covering any of these :natters, or %hat the alleged damage resulted partly from any negligent or will sl misconduct of any Indemanitee. i i ! • 21. ::CA'::,.:0::. Contractor shall Comply with a provisions .labor o Code Sec. t7.+7, if applicay.e, ay susmittiag to Public Agency a detailed plan sowing c,.e design of shoriaq, bracing, sloping, or other provisions to be made for worker protection from the -hazard of caving ground during trench excavation. - �;l:a•. .4 - I:n:, .�s,::. •;:;'' - :[� t'`.'^ ..yrs,':+: f ��'::�';' ... .:...;1:::'.1 G.s J::•."�:._....h::•.^,.�:r,:.:Y' .`:;':.'.. -::y. ,-4 .,%'rr��'!ts:-.,�.:,;+`�'.-:.i:A i;-^,;r{.!`:,s, ,•:s-... _ ^'6:[ihxt :,,F'•.'b._ .:1. .[: a}.,�.,.,,,.rrti ,'�::?.::E.': - ,.,rte. 75, y-1 -•J 4. :.:.,. • fill . .. _ f - .., 6 "-i tint. ii'i:. `•'•,`": ?ry :3xC. Irl. •Y' g .`7.. %'i' - "�L+i .t ,�•'�::., , •lie's. '� .'i; �{'::Fr Y.�„ •:'e- .M +,{. ..'.C'.. ..•y ..,, •.:y ..:.:•..:...: .. .�!!' ,43•' ::e� '-5r'- •i%• 4'sy:$, _ .., .� •�- _.,ilia;" 4' .k, .i.. w.: .',. _ .'A:.. _ - ::f:j•s,.n.i^..Y:^«T:%.Yr.•r 'iS.'�:;!-":- :.: w •.. _,�:':;r"v^:.-' .:.r..T�i:• hill is.'.�: - ,. .... .fill .....`-:: ._.... - .::... o- .j. .. ..: ... illi ...,. .. ... _ : . ... fill .. .. .',:::•'::,r s .. .....:.: .._.:.J ..:....'r: .. illi: •-. .. .. ..... .;-.:lips . .. •fir+'r•." ,tie•. (CC-1: Rev. 1"--70 }._ r � �I:,�i�t' y.�:. . �a; � ^fit. 1 • wr��rs.moo..- _�_.._.�r+ii�....'�..t�. - - 'Ki •-SII i_ �.�. s 1 .},I� .�.. L.,� 'gi�� _ __}_ -1}I.7-'ia i. - - - .--..�._...-- NAMI AND A0144 /d FRANK B. HALL & CO. OF NY, INC. COMPANIES AFFORDING COVERAGES 88 PINE STREET cOMPANr S NEW YORK, NEW YORK 10005 LErTER A TRAVELERS INSURANCE COMPANIE COMPANY LE ITER NAME AND ADDRESS Or INSURED /� COMFANY ■ _ LETTER V E.C. ERNST, INC. 2000 "L" STREET N.W. COMPANY TTD LEER WASHINGTON, D.C. 20036 COMPANY l LETTER '' This is to certify that policies of insurance listed below have been issued to the insured named above and are in force at this time. I i Limits o Liabilityin Thousands( 0U) _1 COMPANY TYI`EOFINSURANCE POLICYNUMBER POLICY EACH ( LEITER EXPIRATION DATE OCCURRENCE i GENERAL LIABILITY c BODILY INJURY A �]COMPREHENSIVE FORM SEE BELOW ®PRLMISES—OPERATIONS PROPERTY DAMAGE S f ❑EXPLOSION AND COLLAPSE HAZARD ❑UNDERGROUND HAZARD TR—NSL-111T331-8-78 1/1/79 T ®PRODUCTS-COMPLETED OPERATIONS HAZARD BODILYINJURYAND CON7RACTUAL INSURANCE PROPERTY DAMAGE f S j ❑BROAD FORM PROPERTY COMBINED SEE BELOW . I DAMAGE t [:]INDEPENDENT CONTRACTORS C ®PERSONAL INJURY PERSONAL INJURY $ SEE BELOW • AUTOMOBILE LIABILITY BODILY INJURY (EACH PERSON) S COMPREHENSIVE FORM BODILY INJURY S 1 OWNED (EACH OCCURRENCE) SEE AJ A ftIRFD TR—NSL-111T331-8-78 1/1/79 PPOPERTY DAMAGE f BODILY INJURY AND NON-OWNED PROPERTY DAMAGE s BELOW COMBINED EXCESS LIABILITY BODILY INJURY AND ❑ UMBRELLA FORM PROPERTY DAMAGE S f k ❑ OTHERIHANUMBRELLA COMBINED 1 FORM WORKERS'COMPENSATION STATUTORY A and TDRK—UB-111T330-6-78 1/1/79 ~�~ EMPLOYERS'LIABILITY I — -- f 100 Cx.m1 Rau OTHER Re: Project #5269-926-(4 ) Detention ;Facility electrical which includes furnishing and installing electrical systems for the Costra Costa County f DESCRIPTION Of OPERA!iOT.b.LOMAT IJN5%I HICLLb POLICY LIMITS: AUTOMOBILE LIABILITY - $5,000,000 COMBINED SINGLE LIAiIT GENERAL LIABILITY - $5 ,000, 000 COMBINED SINGLE LIMIT INCLUDING AGGREGATE WHERE APPLICABLE f Cancellation: Should any of the above described policies be cancelled before the expiration date thereof, the issuing com- pany will endeavor to malt — 30- days written notice to the b •lo.•; named Certificate holder, but failure to mail such notice. shall Impose no obiieatlon or liability of any kind upon the company. By endorsement to the above policies, Contra Costa County, its officers, employees, and agents, ' are named s-add i t lona 1--insured--s&le-l-y_--as--respects---th job descri lie7rfit wh i s certificate. 1 NAMI AND ALWNt v 0i PfOL UE i+ Contra Costa County Public Works Dept. DATE ISSUED County Admininstration Building • 651 Pine St. Martinez, Calif. 94553 A0THOHIlfD IT 'N[STNInIIVE board order ` r t •�-��M.tTf:;s,c-^,.-.:e"'•�T:-:r--T^ �.......�«..f.A.,t.'...�.-..,.,....�,.....;a:7!�!-RBaJ^.- aow.l l•',•:++r+,.!.srr,'^'!.. st-.^T�Tp�'P.eTw^.-'�'T^,rrn�...Je.r'leerr-+:-...5...�--,....- .. DfTPLICATE THE TRAVELERS Till; TRAVELERS INDEMNITY COMPANY . HARTFORD.CONNECTIcu'l T r ; Bond No. 451E1132A PERFORMANCE BOND Approved by The American Institute of Architects, A.I.A. Document No. A-:311 February 1970 Edition � - I I r KNOW ALL MEN BY 'THESE PRESENTS: That-- E. C. ERNST, INC. (Here insert full name and address or legal title of Contractor) I as Principal, hereinafter called Contractor,and THE TRAVELERS INDEMNITY COMPANY,a corporation, organized and existing under the laws of the State of Connecticut and having its principal place of business in Hartford, Connecticut,as Surety, hereinafter called Surety,are held and firmly bound unto — __ Contra Costa County___ jf (Here insert full name and address or legal title of Owner) as Obligee, hereinafter called Owner, in the amount of ONE HELLION SEVEN HUNDRED EIGHTY- SEVEN THOUSAND FIVE HUNDRED AND NO/100ths nailare ($ 1,787,500.00), for the payment whereof Contractor and Surety bind themselves,their heirs,executors,administrators,successors and assigns,jointly and severally, firmly by these presents. I WHEREAS, Contractor has by written agreement dated January 17, 1978 Detention Facility Electrical, which includes entered into a contract with Owner for furnishing and installing electrical systems for the Contra Costa County Detention Facility, P;artinez, California, all in _accordance with plans and Snnecifications prepared by or for the Public Works Director and in accordance with the accepted bid proposal. (Project No. 5269-926-(46)). in accordance with drawings and specifications prepared by I (Here insert full name and address or legal title of Architect) which contract is by reference made a part hereof,and is hereinafter referred to as the Contract. 5-1834 RL•V.4-70 PRINTED IN U.S.. Microfilmed with board order 09,520 NOW, THEREFORE, the condition of this obligation is such that, if Contractor shall promptly and faithfully perform said contract,then this obligation shall be null and void; otherwise it shall remain in full force and effect. The Surety hereby waives notice of any alteration or extension of time made by the Owner. Whenever Contractor shall be, and declared by Owner to be in default under the Contract, the Owner having performed Owner's obligations thereunder, the Surety may promptly remedy the default, or shall promptly (1) Complete the Contract in accordance with its terms and conditions,or (2) Obtain a bid or bids for completing the Contract in accordance with its terms and conditions,and upon deter- mination by Surety of the lowest responsible bidder, or, if the Owner elects, upon determination by the Owner and the Surety jointly of the lowest responsible bidder, arrange for a contract between such bidder and Owner, and make available as Work progresses (even though there should be a default or a succession of defaults under the contract or contracts of completion arranged under this paragraph) sufficient funds to pay the cost of com- pletion less the balance of the contract price; but not exceeding, including other costa and damages for which the Surety may be liable hereunder, the amount set forth in the first paragraph hereof. The term "balance of the contract price," as used in this paragraph, shall mean the total amount payable by Owner to Contractor under the Contract and any amendments thereto, less the amount properly paid by Owner to Contractor. Any suit under this bond must be instituted before the expiration of two (2) years from the date on which final payment under the Contract falls due. No right of action shall accrue on this bond to or for the use of any person or corporation other than the Owner named herein or the heirs,executors,administrators or successors of the Owner. - SIGNED AND SEALED thio 17th ,gay of January A_D. 19 78 IN THE PRESENCE OF: Ts.­CJ. ERNST, INC. }" (Principal) ( ) (Title) THE TRAVELERS INDEMNITY COMPANY (Surety) (Seal). by d1/di� ldlham Eng, A -in-Fact State of California City & County of San Francisco u' • On this 17th day of January 19--M before me personally came TdMiam Eng to me known, who being by me duly sworn,did depose and say:that he is gttorney(s)-im-Foci of The Travelers Indemnity Company, the Corporation described in and which executed the foregoing instrument;that know(s) the seal of said Corporation; that the seal affixed to said instrument is such corporate seal;that it was so affixed by authority granted to him in accordance with the By-Laws of the said Corporation,and that he signed his name thereto M. SPONA 22i QM ; 1 , Nola Public) CITY 8 COUNTY OF " WNCISW ry My Commission Expires Septe✓ Z 1979 P 46 1 .--- •-.-•v.� My commission expires Microfilmed with toQr4-gder �S-494 Rw.2.52 •RINI(D IN U.S. The Travelers Indemnity Coompany Hartford, Connecticut POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That THE TRAVELERS INDEMNITY COMPANY, a corporation of the State of Connecticut, does hereby make, constitute and appoint W:Q,2iam Eng of San Francisco, California its true and lawful Attorneys)-in-Fact, with full power and authority, for and on behalf of the Company as surety, to execute and deliver and affix *he seal of the Company thereto, if a seal is required, bonds, undertakings,recognizances,consents of surety or other written obligations in the nature thereof, as follows: Any and all bonds, undertakings, recognizances, consents of surety or other written obligations in the nature thereof and to bind THE TRAVELERS INDEMNITY COMPANY thereby,and all of the acts of said Attorney(s)- in-Fact, pursuant to these presents, are hereby ratified and confirmed. This appointment is made under and by authority of the following by-laws of the Company which by-laws are now in full force and effect: ARTICLE IV,SEicTIOV 13. The Chairman of the Board,the President,the Chairman of the Finance Committee, any Executive Vice President,any Senior Vice President,any Vice President,any Second Vice President,any Secretary or any Department Secretary may appoint attorneys-in-fact or agents with power and authority,as defined or limited in their respective pincers of attorney,for and on behalf of the Company to execute and deliver, and affiompany thereto,bonds•undertakings,recognlzances,consents of surety or other written obligatix the seal of the Cons in the nature thereof and any of said officers may remove any such attorney-in-fact or agent and revoke the power and authority given to hint. ARTICLE IV,SECTIO-, 15. Any bond, undertaking,recognizance,consent of surety or written obligation in the nature thereof shall be valid and bindingupon the Company when signed by the Chairman of the Board,the President, the Chairman of the Finance Committee,any Executive Vice President,any Senior Vice President, any Vice President or any Second Vice President and duly attested and sealed,if a seal is required,by any Sec- retary or any Department Secretary or any assistant Secretary or when signed by the Chairman of the Board, the President,the Chairman of the Finance Committee,any Executive Vice President,any Senior Vice President, any Vice President or any Second Vice President and countersigned and settled, if a sett) is required,by a duly authorized attorney-in-fact or agent;and any such bond,undertaking,recognizance,consent of surety or written obligation in the nature thereof shall be valid and binding upon the Company when duly executed and sealed,if a sea! is required, by one or more attorneys-in-fact or agents pursuant to and within the limits of the authority granted by his or their power or powers of attorney. This power of attorney is signed and sealed by facsimile under and by the authority of the following Resolu- tion adopted by the Directors of THE TRAVELERS INDEMNITY COMPANY at a meeting duly called and held on the 30th day of November, 1959: VOTED: That the signature of any officer authorized by the By-Laws and the Company seal may be affixed by facsimile to any power of attorney or special power of attorney or certification of either given for the execution of any bond,undertaking,recognizance or other written obligation in the nature thereof;such signature and seal, when so used being hereby adopted by the Company as the original signature of such officer and the original seal of the Company,to be valid and binding upon the Compa:.y with the same force and effect as though manually affixed. IN WITNESS WHEREOF, THE TRAVELERS INDEMNITY COMPANY has caused these presents to be signed by its proper officer and its corporate seal to be hereunto affixed this 21st day of January 19 75 THE TRAVELERS INDEMNITY COMPANY v �NDEAIIY By at: PEAL ; �+.yf::;::___=•'� Microfilmed with board order Secretary,surety t State of Connecticut, County of Hartford—ss: On this 21st day of January in the year 1975 before me personally came D. J. Nash to me known, who, being by me duly sworn, did depose and say: that he resides in the State of Connecticut;that he is Secretary (Swety) of THE TRAVELERS INDEMNITY COMPANY, the corporation described in and which executed the above instrument;that he knows the seal of said corporation; that the seal affixed to said instrument is such corporate seal; that it was so affixed by authority of his office under the by-laws of said corporation, and that he signed his name thereto by like authority. N,SOME*` ` .. ' �. NOTARY '!! M+ PUBLIC Notary Public c°yNEct�c�,' A.y commission expires April 1, 1979 5-1865 REV.7-73 PRINTED IN C.S.A. _ (Over) 99523 CERTIFICATION 1,John H. Hanks, Assistant Secretary (Surety) of THE TRAVELERS INDEMNITY COMPANY certify that the foregoing power of attorney, the above quoted Sections 13. and 15. of Article IV of the By-Laws and the Resolution of the Board of Directors of November 30, 199 have not been abridged or revoked and are now in full force and effect. Si&,ned and Sealed at Hartford, Connecticut, this 1 T-I" day of '1L'-nu"" 19 7' DE Wit' SEAL OY Assistant &cretary, Surety 5-1869 MACK) 7F DUPLICATE THE TRAVELERS THE TRAVELERS INDEMNITY COMPANY . HARTFORD.CONNECTICUT Bond=No_: 451E032A LABOR AND MATERIAL PAYMENT BOND Approved by The American Institute of Architects THIS BOND IS ISSUED SIMULTANEOUSLY WITH PERFORMANCE BOND IN FAVOR OF,THE OWNER CONDITIONED ON THE FULL AND FAITHFUL.PERFORMANCE OF THE CONTRACT z, KNOW ALL MEN By 'CHESE PRESENTS: That E. C. MIST, DIC. _ (Here insert full name and address or legal title of Contractor) as Principal, hereinafter called Principal, and THE TRAVELERS INDEMNITY COMPANY, a corporation, organized and existing under the laws of Connecticut and having its principal place of business in Hartford, Connecticut,as Surety,hereinafter called Surety,are held and firmly bound unto Contra Costa County _ 1 (Here insert full name and address or legal title of Owner) III as Obligee, hereinafter called Owner, for the use and benefit of claimants as hereinbelow defined, 'n the amount FIFTY AND IJO�l00ths ofEIGHT h'UNDiZED NINETH-THREE THOUSAND SEVEN HUNDRErs (i 893,750.00 ), (Here insert a sum equal to at least one-half of the contract price) • for the payment whereof Principal and Surety bind themselves, their heirs, executors,administrators,successors and assigns,jointly and severally, firmly by these presents. WHEREAS, Principal has by written agreement dates January 17, 1978 Detention Facility Electrical, Which includes entered into a contract with Owner for furnishing and installing electrical systems for the Contra Costa County Detention Facility, Martinez, California, all in accordance with Plans and Specifications oreoared by or for the Public Works Director and in accordance with the accepted bid proposal. (Project No 5269-926-(46)) I in accordance with drawings and specifications prepared by 1 (Here insert full name and address or lewd title of Architect) which contract is by reference made a part hereof,and is hereinafter referred to as the Contract. CC-^/,1A. 5-1834 REV.4-70 PRINTED IN D.S.A. nr►• f2I Microfilmed with board order - NOW,THEREFORE, the condition of this obligation is such that if the Principal shall promptly make ' ; P� P P Y payment to all claimants as hereinafter defined, for all labor and material used or reasonably required for use in the per- formance of the Contract, then this obligation shall be void; otherwise it shall remain in full force and effect, subject, however, to the following conditions: 1. A claimant is defined as one having a direct contract with the Principal or with a subcontractor of the Prin- cipal for labor, material, or both, used or reasonably required for use in the performance of the contract, labor and material being construed to include that part of water,gas, power,light,heat,oil,gasoline, telephone service or rental of equipment directly applicable to the Contract. 2. The above named Principal and Surety hereby jointly and severally agree with the Owner that every claimant as herein defined,who has not been paid in full before the expiration of a period of ninety (90) days after the date on which the last of such claimant's work or labor was done or performed, or materials were furnished'by such claimant, may sue on this bond for the use of such claimant,prosecute the suit to final judgment for such sum or sums as may be justly due claimant,and have execution thereon.The Owner shall not be liable for the payment of any costs or expenses of any such suit. 3. No suit or action shall be'commenced hereunder by any claimant, (a) Unless claimant, other than one having a direct contract with the Principal,shall have given written notice to any two of the following: The Principal,the Owner,or the Surety above named,within ninety (90) days after such claimant did or performed the last of the work or labor,or furnished the last of the materials for which said claim is made, stating with substantial accuracy the amount claimed and the name of the party to whom the materials were furnished, or for whom the work or labor was done or performed. Such notice shall be served by mailing the same by registered mail or certified mail, postage prepaid, in an envelope addressed to the Principal, Owner or Surety, at any place where an office ra regularly maintained for the transaction of business, or served in any manner in which legal process may be served in the state in which the aforesaid project is located, save that such service need not be made by a public officer. (b) After the expiration of one (1) year following the date on which Principal ceased work on said Contract, it being understood, however, that if any limitation embodied in this bond is prohibited by any law controlling the construction hereof such limitation shall be deemed to be amended so as to be equal to the minimum period of limitation permitted by such law. (c) Other than in a state court of competent jurisdiction in and for the county or other political subdivision of the state in which the project,or any part thereof,is situated,or in the United States District Court for the district in which the project, or any part thereof, is situated,and not elsewhere. 4. The amount of this bond shall be reduced by and to the extent of any payment or payments made in good faith hereunder, inclusive of the payment by Surety of mechanics'liens which may be filed of record against said improvement, whether or not claim for the amount of such lien be presented under and against this bond. Signed and sealed this 17th _day of January A. D. 19 78 ' IN THE PRESENCE OF: E. C. ERNST, INC. Principal — Title THE TRAVELERS INDEMNITY COMPANY (Surety) (seal) by WILUam Eng, A -in-Fact 0052i State of California City & County of San Francisco u' CM this 17th day of January : 19-18—, before me personally came ;,William Eng to me known, who being by me duly sworn,did depose and say:that he is Attorneys)-in-Fact of The Travelers Indemnity Company, the Corporation described in and which executed the foregoing instrument;that he know(s) the seal of said Corporation; that the seal affixed to said instrument is such corporate seal;that it was so affixed by authority granted to him in accordance with the By-Laws of the said Corporation,and that he signed hi name thereto by like authority. P _ SfCtl� a (Notary Public) 011.52 • ., s .. : r.. SFr :2. yw 1919 t My aor�ssion expirAicrefilmed with F,.,..r The travelers Indemni Mompany� Hartford, Connecticut POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That THE TRAVELERS INDEMNITY COMPANY, a corporation of the State of Connecticut, does hereby make, constitute and appoint lili.;liam Dag of San Francisco, California its true and lawful Attorneys)-in-Fact, with full power and authority, for and on behalf of the Company as surety, to execute and deliver and affix the seal of the Company thereto, if a seal is required, bonds, undertakings,recognizances,consents of surety or other written obligations in the nature thereof, as follows: Any and all bands, undertakings, recognisances, consents of surety or other Written obligations in the nature thereof and to bind THE TRAVELERS INDEMNITY COMPANY thereby,and all of the acts of said Attorney(s)- in-Fact, pursuant to these presents, are hereby ratified and confirmed. This appointment is made under and by authority of the following by-laws of the Company which by-laws are now in full force and effect: ARTICLE IV,SECTION 13. The Chairman of the Board,the President,the Chairman of the Finance Committee, any Executive Vice President,any Senior Vice President,any Vice President,any Second Vice President,any Secretary or any Department Secretary may appoint attorneys-in-fact or agents with power and authority,as defined or limited in their respective powers of attorney,for and on behalf of the Company to execute and deliver, and affix the seal of the Company thereto,bonds,undertakings,recognizances,consents of surety or other written obligations in the nature thereof and any of said officers may remove any such attorney-in-fact or agent and revoke the power and authority given to him. ARTICLE•. IV,SECTION 15. Any bond, undertaking,recognizance,consent of surety or written obligation in the nature thereof shall be valid and binding upon the Company when signed by the Chairman of the Board,the President, the Chairman of the Finance Committee,any Executive Vice President,an),Senior Vice President, any Vice President or any Second Vice President and duly attested and sealed,if a seal is required,by any Sec- retary or any Department Secretary or any Assistant Secretary or when signed by the Chairman of the Board, the President,the Chairman of the Finance Committee,any Executive Vice President,any Senior Vice President, any Vice President or any Second Vice President and countersigned and sealed, if a seal is required,by a duly authorized attorney-in-fact or agent;and any such bond,undertaking,recognizance,consent of surety or written obligation in the nature thereof shall be valid and binding upon the Company when duly executed and sealed,if a sea! is required, by one or more attorneys-in-fact or agents pursuant to and within the limits of the authority granted by his or their power or powers of attorney. This power of attorney is signed and sea!ed by facsimile under and by the authority of the following Resolu- tion adopted by the Directors of THE TRAVELERS INDEMNITY COMPANY at a meeting duly called and held on the 30th day of November, 1959: VOTED: That the signature of any officer authorised by the By-Laws and the Company seal may be affixed by facsimile to any power of attorney or special power of attorney or certification of either given for the execution of any bond,undertaking,recognizance or other written obligation in the nature thereof;such signature and seal, when soused being hereby adopted by the Company as the original signature of such officer and the original seal of the Company,to be valid and binding upon the Compa:.y with the same force and effect as though manually affixed. IN WITNESS WHEREOF, THE TRAVELERS INDEMNITY COMPANY has caused these presents to be signed by its proper officer and its corporate seal to be hereunto affixed this 21st day of January 19 75 . THE TRAVELERS INDEMNITY COMPANY Ary'i By SEAL ; Secretary,Surety State of Connecticut, County of Hartford—ss: On this 2-1st day of January in the year 1975 before me personally. came D. J. Nash to me known, who, being by me duly sworn, did depose and say: that he resides in the State of Connecticut;that he is Secretary (S•;rety) of THE TRAVELERS INDEMNITY COlIPANY. the corporation described in and which executed the above instrument;that he knows the seal of said corporation; that the seal affixed to said instrument is such cor;-)orate seal; that it was so affixed by authority of his office under the by-laws of said corporation, and that he signed his name thereto by like authority. SOME♦`'!!� f u t� NOTARy • rusuc Notary Public A. O�NECn�J My commission expires April 1, 1979 5-1869 REV.7-73 PRINTED IN U.S.A. - .M1Uofilmed �JV�� with board order (Over) 00527 CERTMCATIOA I,John H. Hanks, Assistant Secretary (Surety) of THE TRAVELERS INDEMNITY COMPANY certify that the foregoing power of attorney, the above quoted Sections 13. and 15. of Article IV of the By-Laws and the Resolution of the Board of Directors of November 30, 1959 have not been abridged or revoked and are now in full force and effect. Signed and Sealed at Hartford,Connecticut, this 17th day of Januar. 19 78 "< SEAL Assistant Secretary, Surety S-1$69 (BACK) .. - :?:. .,: ,: Lit. � .. -.. -. .- .. Lt•}:x f:" t, ,. . .. .... ,t! .. .0 „141 .l .e.-_{5 r1. �,. � ):t(,. }i:L� ,x i y y>. :M.l?V� rU�, t,C`i5.i.'tJ, •�t . _ ,._ 7 1i:<:X t _. _. ic'. Z irk x'1 ., r.__.. _ .,...�n.... In the Board of Supervisors of Contra Costa County, Stats of California January 10 01 19 78 In the AW10 of AUTHORIZING CHAIRMAN OF THE BOARD OF SUPERVISORS TO SIGN CONTRACT BETWEEN THE CALIFORNIA STATE ECONOMIC OPPORTUNITY OFFICE AND CONTRA COSTA COUNTY TO PROVIDE SUPPLEMENTAL FUNDS TO THE CSA WEATHERIZATION PROGRAM The Chairman of the Board of Supervisors is hereby AUTHORIZED to execute a contract between the California State Economic Opportunity Office and Contra Costa County to provide supplemental funds in the amount of $11 ,300 to the Community Services Administration Weatherization program now underway. The Board does recognize that no local match Is required _ for use of these funds. PASSED BY THE BOARD JAN I hereby certify that the foregoing is a true and correct copy of an order ankm on the minutes of said Board of Supervisors on the date ofor+esakL Orig. Dept. : OEO Witness my hand and the Sed of the Rood of cc: County Administrator S"pefnsOrs JAN 10 1978 State OEO- C/o OEO affixed this doy of 19 _ Auditor-Controller (OEO to distribute to all parties) J. R. OLSSON, Clerk BY Deputy Clerk H-24 3/76 Ism ~ + w ~ �� ❑ CONTRACTOR At.Pnwvso av THE STANDARD AGREEMENT ATTORNEY GENERAL GS' :TATE AGENCY Srn. : Iwtty. ++issl CO„ � — - � ���95��.• ❑ DEPT.or: GEN.same. .j . `�' ` ❑ CONTROLLER THIS AGREEMENT. made and enteted into this 1st day of Tanuary , 1978 ❑ in the State of California, by and between State of Califomia, throulb its duly elected or appointed, ❑ qualified and acting ❑ TITLE OF OFFICER ACTING FOR STATE AGENCY E10YMMt� /ffifel's f�O/�ft /�� } NUMBER Director - CSE00 State EgMg1AC—__ `\/iA�MLLY{LL' ��ty—O ffiicee 7Soe 1798 heref after oolladcs= .end C tp COSTA OOIMY BOARD OF SUPERVISORS --- hereof ter called"Cant ecw. WITNESSETH: That the Contractor for and in consideration of the covenants, conditions.sapmements, and stipulations Of the State hemisafter expressed. does hereby agse to futsis>< to CSS services and materials. as follows: (Sar forth sevvice to be madowd by Cm wetar,amasat to be paid Catttmctsr,time for perfaemme or agookaiaa.aed artedt olw Bed specifiaetisea.if M r.) WHEREAS, the parties to this agreement desire, pursuant to Title IV-A of Public Law 94-385, (42 USC 16851, et seq.) , the Energy Conservation In Existing Buildings Act of 1976# to implement a weatherization assistance _ program to assist in insulating the dwellings of low-income persons, particularly the elderly and handicapped, in order both to aid those persons least able to afford higher utility costs and to conserve needed energy; NOW, THEREFORE, the parties hereby agree as follows: (Continued on page 3) The ptovisions on page 2 . constitute a part of this agreement. 1•I' IN WITNESS WHEREOF, this agaesent has been executed by the parties hereto. upon the date first above written. NOW STATE OF CALIFORNIA ,CONTRACTOR AGENCY co"r A IA. +1;oHlse"Tt1' An ISSIVIDUAL. ATATx.wNC?I!sl.A CammeATlee Employment Development Department ev. IAurrlb Sls.4v / ,00 TITLE: r TITLE �r;; ;,, ..•I JAN 10 197, Director - CSE00 Chaimnon r c. ADDRESS 'CONTINUED ON SHEETS EACH EARIN NAY F TRA 1 ' AMOUNT ENCUMBERED APPROPRIATION FUND_ Oe�eMmMr O/CiMMI SOry/COe GG 7CCJ!'X, '"�-y-t1srONNt /f�/'O.G�C /.'i�7 LT C"rae- '. - _ , UNENCUYeEwEO BALANCE ITEM CHAPTER STATUTES FISCAL YEAR n _--- —.---- 1'r 7 �,.•�- - AOI. Iw COCASIw6[%CVY1144rCe FUNCTION AOI. DCCACAI/Mi tr CVYAAADCC LINE ITEM ALLOTMENT 11AR 10 107a. T.B.A. No. I hereby cerafy upon my assn personal knowledge that budgeted fund urn owliloble for the period urd purpose of zbe expenditure stated a ow [' SIGNATURE O/ ACCOUNTING OFFICER DATC Arvt .• ��r..,..e !fir•i.+iri•/:%.+ ')../i(} -!!% Cant Cur f heiaby cert that all canditiaes for exemption set forth in state Administretiw I'm al serine I-V9 ,how complied with and ibis document is exampt from review by the Department of Firroece. SIGN1TUwE O OR [t NAe�Ll OF TME AGENCY DATE c � ofitmod with board or erg x--78 1. The Contractor agrees to indemnify, defend and save harmless the State, its officers, agents and employees from any and all claims and losses accruing or resulting to any and.all contractors, subcontractors, materialmem, laborers and any other person, firm or corporation furnishing or supplying work,services,materials or supplies in connection with the performance of this contract, and from any and all claims and lasses accruing or resulting to any person, firm or corporation who may be injured or damaged by the Contractor in the performance of this contract 2 The Contractor, and the agents and employees of Contractor, in the peirformance of this agreement. shall act in an independent capacity and not as officers or employees or agents of State of California. 3. The State may terminate this agreement and be relieved of the payment of any consideration to Contractor should Contractor fain to perform the covenants herein contained at the time and in the manner herein provided. In the event of such termination the State may proceed with the work in any manner deemed proper by the State. The cost to the State shall he deducted from any sum due the Contractor under this agreement, and the.balance, if any, shall be paid the Contractor upon demand. 4. Without the written consent of the State, this agreement is not assignable by Contractor either in whole or in part. S. Time Js the essence of this agreemwoL 6. No alteration or variation of the terms of this contr4ct shall be valid unless made in writing and signed by the parties hereto, and no oral understanding or agreement not incorporated herein, shall be binding on any of the parties hereto. 7. The consideration►4o he paid Contractor, as provided herein, shall be in compensation for i all of C.ontractWs ennpfties incurred in the performance hereof, including travel and per diem, . umles otlreewise�h!ss poviried. k't' cJ ^.rlf�lO:1Q'3Z J I, ..�•_ N— nrJ.. 1. The term of this agreement shall be from January 1, 1978 to March 31, 1978. 2. The total amount payable by CSEOO to Contractor shall not exceed $ 11,300 , as specified in the budget attached hereto as Attachment A, incorporated herein by reference. 3. As authorized by 0417(d) of P.L. 94-385 (42 USC 6867(d)), Contractor may request an initial advance payment of $ 3,767 , an amount not exceeding Its estimated costs for performance during the first month of this agreement. 'Phereaftr,r, Contractor shall submit monthly invoices in arrears by the 20th Cay of the following month. The initial advance to the Contractor shall be limited to the minimma amounts needed and shall be timed to be in accord only with the actual, immediate cash requirements of Contractor in carrying out the purpose of this agrewmcnt. The thiiing and uinount of caAh advances shall be as close as is administratively feasible to the actual disbursements by Contractor for a thorizPd costs under this aurae-mem as set forth in Attachrn e.:t A. Advances will be liquidated during the last month of the ccrewrent. 4. Contractor agreas to the following provisions: A. Documentation procedures shall be established to ensure that no dwelling unit shall be eligible for weatherization assistance under this agreement unless it is the dwelling unit of a family unit - 00531 (1) Whose income is at or below the poverty level set forth below.- Family elow:Family Size Non-Farm Family Farm Family 1 $2,970 $2,550 2 3,930 3,360 3 4,890 4, 170 4 5,850 4,980 5 6,810 5,790 6 7,770 6,600 (For family units with more than 6 members, add $960 for each additional member in a non-farm family and $810 for each additional member in a farm family.) OR (2) Which contains a member who has received cash assistance payments under Title IV or Title XVI of the Social Security Act or applicable state or local law paid during the 12-month period preceding the federal fiscal year in which funds were obligated for financial assistance to such dwelling unit. Examples of proof of income eligibility which may be required include the following: W-2 form. Welfare Basic Grant form, Social Security Statement of Earnings, proof of ownership, or signed renter Weatherization Service Agreement form (to be provided by CSEOO). B. Contractor shall inspect the dwelling unit of each eligible applicant to determine if the unit is structurally sound and not in need of excessive rehabilitation. If the dwelling unit is ineligible because of the need for extensive repair, the low-income applicant for weatherization assistance shall be referred to the local Housing and Community Development organization, -4- U. S. Farmers Housing Administration, housing loan program, etc. If the applicant can get the necessary repairs accomplished, insulation may be installed as part of that repair work. Contractor agrees that applications which satisfy the income eligibility and housing suitability conditions shall be reviewed by the local Project Advisory Committee established pursuant to instructions from the U. S. Community Services Administration to ensure compliance with the intentions of P.L. 94-385 to give special attention to the needs of the low-income elderly and handicapped. C. Except as provided below, only weatherization materials which meet or exceed the Standard for Weatherization Materials, attached hereto as Attachment B, and incorporated herein by reference, shall be purchased with funds provided under this agreement. Weatherization materials for which standards do not exist in Attachment B may be approved by the Regional Administrator, U. S. Department of Energy, for use in a weatherization project if requested by either CSEOO or Contractor. A weatherization project under this agreement shall apply the approaches to weatherization contained in Project Retro-Tech, FEA Conservation Paper No. 28, a copy of which has already been provided Contractor and is incorporated herein by reference, including the energy conservation techniques therein or the CSA Form 481, December 1975, "Building Weatherization Plan" , which shall be provided to Contractor- by CSEOO. 5- D. Priority shall be given to identifying and providing weatherization assistance to elderly and handicapped low-income persons, as specified in Attachment C, attached hereto and incorporated herein by reference. E. Financial assistance provided under this agreement shall be used to supplement, and not supplant, state or local funds and, to the maximum extent practicable as determined by the U. S. Department of Energy, to increase the amounts of those funds that would be made available in the absence of federal funds provided under this agreement; F. To the maximum extent practicable, Contractor will secure the services of volunteers, training participants and public service employment workers, pursuant to CETA, to work under the supervision of qualified supervisors and foremen; G. To the maximum extent practicable, the use of weatherization assistance shall be coordinated with other federal, state, local or privately funded programs in order to improve thermal efficiency and to conserve energy; and H. Low-income members of an Indian tribe shall receive benefits equivalent to the assistance, either on or off rancherias, as is provided to other low-income persons. -6- I No rental dwelling unit shall be weatherized without first obtaining the written permission of the owner of the dwelling unit or his agent and the tenant on a Weatherization Service Agreement form to be provided by CSEOO. j. At least ninety percent (90%) of the funds provided under this agreement shall be used to purchase weatherization materials. Allowable expenditures for weatherization materials, as set forth in Attachment A, include only the following costs - (1) Purchase of weatherization materials FOB but not including mechanical equipment valued in excess of $50 per dwelling unit; (2) Transportation of weatherization materials, tools, equipment, and work crews to any storage site and to the site of weatherization work, except no purchase or lease of vehicles shall be allowed; (3) Maintenance, operation and insurance of vehicles used to transport weatherization materials; (4) Tools and equipment not to exceed $50 for any one item; (5) Taxes related to other allowable expenditures for weatherization materials. K. Administrative funds in the amount indicated in Attachment A are provided. Allowable administrative expenses shall not include any costs of labor to carry out a weatherization project under this -7- agreement. Allowable administrative expenses may include liability insurance for personal injury and property damage for a weatherization project as required in paragrah L below, audit, and bookkeeping services. L. To obtain and to maintain public liability and property damage insurance, including but not limited to premises and automobiles, with minimum liability limits of Five Hundred Thousand Dollars ($500,000) for bodily injury or death of any person, and damage to property of not less than Five Hundred Thousand Dollars ($500,000) resulting from any occurrence. Said policy shall provide that 30 days' written notice to CSEOO, Employment Development Department, shall be required before cancellation or material change of any of the terns of the policy. M. No funds under this agreement shall be used for any of the following purposes - (1) To weatherize a dwelling unit which has been weatherized previously with funds granted under Title IV-A of Public Law 94-385, unless such dwelling unit has been damaged by fire, flood, or act of God and repair of the damage to weatherization materials is not paid for by insurance; (2) To weatherize a dwelling unit which is vacant or designated for acquisition or clearance by a federal, state or local program within 12 months from the date weatherization of the dwelling unit would be scheduled to be completed; or (3) To purchase cosmetic items or a heating or cooling source. -8- 09536 N. Cost of weatherization materials provided under this agreement shall not exceed $250 in the case of any dwelling unit. O. The Administrator, U. S. Department of Energy, and his/her designee, and the Director, U. S. Community Services Administration, and his/her designee, shall have the right to monitor and evaluate weatherization projects under this agreement through on-site inspections, or through other means, in order to ensure the effective provision of weatherization assistance for the dwelling units of low-income persons. The Adminis- trator, U. S. Department of Energy, and his/her designee, the Comptroller General of the United States and his/her designee, and if Contractor is a Community Action Agency, the Director, Community Services Administration, and his/her designee, shall have access for the purpose of audit and examination to any of Contractor's books, documents, papers, information and records of any weatherization project performed under this agreement. In addition, Contractor shall permit CSEOO to conduct, on a periodic basis, an audit of the pertinent records of Contractor concerning financial assistance received under this agreement. P. Contractor shall keep such records as the U S. Department of Energy shall require, including records which fully disclose the amount and disposition of the funds received under this agreement, the total cost of a weatherization project, the source and amount of funds for such project or program not supplied by U. S. Department -9- 005, 37 of Energy, and such other records as U. S. Department of Energy deems necessary for an effective audit and performance of evaluation, Such record keeping shall be in accordance with Federal Management Circular 74-7, and the regulations promulgated by U. S. Department of Energy at 10 CFR Part 440. Contractor shall furnish CSEOO with the following two reports on a monthly basis, on forms furnished to Contractor by CSEOO: (1) Program activity report. (2) Financial report. Each of these two reports will be due no later than the 20th day of the month following the month being reported, but preferably as soon after the 1st day as possible. Q. The Contractor shall establish a Project Advisory Committee as per CSA Instruction 6143-la, if one does not already exist. The Project Advisory Committee shall consist of at least 51 percent poor persons and include representatives of the local governments and other resource agencies within the community served as well as a representative or representatives of the local public utility and local fuel dealers. The Project Advisory Committee: (1) Should be the focal point of energy-related planning for Contractor; it can also play a major leadership role in the larger community, through educating the non-poor about the need for and the benefits accruing to them from energy conservation. -10- �141��g (2) Shall recommend to Contractor policies for guiding the development of the appropriate local policies for selection of dwellings to be weatherized and households eligible for crisis intervention assistance. (3) Shall recommend to Contractor a system for inspection of completed work that will assure: (a) That the principles of a balanced combination of energy conserving improvements as set forth in the "Community Planning Guide to Weatherization" (CSA Pamphlet 6143-6), a copy of which has already been provided Contractor and is incorporated herein by reference, have been followed: (b) That infiltration problems have been addressed; (c) That insulation materials meet minimum Federal standards for safety and effectiveness (See CSA Pamphlet 6143-6, Appendix C); (d) That needed inspection, cleaning, and repairs of heating source have been completed to provide maximum efficiency and assure safety; and (e) That quality of workmanship has been maintained in accordance with standards described on pages 27-29 of CSA Pamphlet 6143-6 which include the following: 00,539 1. Proper installation of insulation with vapor barrier toward heated space; 2. Provision of ventilation in attic and/or crawl space; 3. Proper density of loose fill or blown-in insulation to prevent excessive settling; 4. Adequate protection of water pipes in unheated areas after installation of insulation. S. Proper installation of attic floor insulation so that it does not touch roof at eaves. (4) Renter occupied dwelling. In the case of renter occupied dwelling, the goal of any weatherization project shall be to assist low-income tenants and to avoid enrichment of property owners. The primary effort of Contractor shall be to seek the enforcement of local codes and the mobilization of owner's resources for the installation of needed energy conserving improvements; and wherever projects do carry out weatherization of renter occupied dwelling, agreements should be obtained from property owners which include a provision that following the completion of the weatherization project the low-income tenant shall not be evicted or removed from the dwelling for a stated period of time so long as he/she has complied with all on- going obligations and responsibilities owed the landlord or owner. Such agreements should, in addition, provide as follows: (A) where the owner or landlord pays for heating or cooling the dwelling, the agreement should provide either (i) that the owner or landlord shall reduce the rent over a stated period of time by an amount equal to the value of the weatherization materials supplied, and agrees not to raise the rental on the property beyond the pre-weatherization level for a stated period there- after; or 01) that the owner or landlord shall repay to the contractor and/or CSEOO over a stated period of time an amount equal to the value of the materials supplied, and agrees not to raise the rental on the property for such period of time and for a stated period thereafter. (B) where the tenant pays for heating and cooling the dwelling, the agreement may provide merely that the owner or landlord agrees not to raise the rental on the property for a state period of time. (ii) Any exceptions must be approved by the Contractor and CSEOO on a case by case basis, on the recom- mendation of the Project Advisory Committee and based on documented need. Agreements obtained should be maintained in the Contractor's files and shall be made available for inspection upon request. -13- 00541 R. To give public relations credit to the State of California and U. S. Department of Energy in all press releases, news conferences, and radio or television presentations pertiaining to the activities carried out under this agreement and any subcontract based upon this agreement. 5. Either party may terminate this agreement effective 30 days after written notice to the other party. In such event, Contractor shall be paid for its actual allowable costs in accordance with the terms of this agreement up to the time the termination notice becomes effective. 6. No person in the United States shall, on the ground of race, color, national origin, or sex, or on the ground of any other factor specified in any federal law prohibiting discrimination, be excluded from participation in, be denied the benefits of, or be subjected to discrimination under any program, project, or activity supported in whole or in part with financial assistance provided by this agreement. 7. This agreement shall not be effective until signed by both parties and approved by the State of California, Department of General Services. 8. This agreement may be amended only by written agreement of both parties. There are no oral understandings or agreements not incorporated herein. rl =14- ATTACHMENT A Budget Y Materials $ 10,301 Transportation 136 Tools/Equipment 90 Administration 773 i 00543 ATTACH M ENT B 2M A- 19 w MM VON wt;.aosAsION Nssat.A Insulation—Mineral seer Jrsteriai or product Standards alamte-/Oat- ------------------ onformanos to ra 9 HAWNH-I-WIX ad A OUS-70. Board ----------------•------•- * Comform oism to PA.RH-I-6300 and ABM 461340 orC736-72. DWt soaterial- ------ Conformance to M HH-I-6469. 1~ All----------------------- Cantormamce to FA. IIH-I-103013 ant ASMS C7N-7i. lasalathn—funeral cellular: y A41pepte board---------------- conformance to ta.HS-I-6309. cauular class------------------- oonformut o to PA. RU-1-6319 a" Arm CSW-73 R.value tai low Not commonly<Porn" ----------------------•- cmtornwmwo to PA• uu-I-w" ant for cost effective used in CA Varmtewits ____________________ Conformance to PA. =-I-w9 ant A~use in some CA Calf-a.Aber: areas "uhow-claasss 36 sad 76----- Confoemamce to PA. 2115-I-616C and AWN CM- 73 lb1. Canino a--class 900------------- oosformaoea W ra.RH-I-615C and ASU 0730-7! (low AU)and Are safety requirements. Vegetable ---------------------- Qonforanaoee to PA.SH-1-6709 and Are safety to- qulrememts. Board and block---------------- Conformance to PA.LL1,1463SA and ASM C300•- 79 and An safety equirsaoants. Issulatbn--OrOanlc cellular: Polystyrene board--------------- Conformance to ra. RH-I-3249 and A9=C670- 69 and Are safety requirements. Vrethane board----------------- Conforsu mce to PA.1111-I-530A sad AMU C391410 mW Are safety requirements. rlealble unicellular------------- contormaace to ra.HH-x-6379 sad AWM 0634-70 and Oe safety requirements. Iarulatloo—Air spaces: Re0ective-_-. Conformance to rA.H$-1-1363A. Stoem windows: Aluminum frame--------------- Ilqulvalent to ANSI A134.3-1973. Brood frame-------------------- Conformance to fisc•3 of NWMA Industry Standard IA9-73. RI01d vinyl frame--------------- Conformance to NNIS Product Standard !970-70 and pertoemamce guaranter. Vtameleas plastic 0laaln0-------- Required mlaimwa t111cknevs.O mil(0.000 in). sum toots: Aluminum? --------------------- squivalsmt to Apel A136.4-1971. gest: Plus, ----------------------- Conformance to Sec.3 of NWNA I.S.6-7i. VW. hemlock, spruce-------- Conformance to Sec.3 of rHDA/3-75. Rardwood veneered--------- Conformance to Sec.2 of NwltA 1.S.I.-73. ow vinyl--------------------- Conformance to MM Product Standard PMW70 atw performance 0uarantee. Caulks sad seslaats---------------- Commercial availability. Weatberstrtmpiag ------------------ Do. Vapor barriers---------------------- Conformance to ASTM CM-73. Clock tletmostata------------- Commercial avaUobWty. ltorms 'FA.mesas federal speclAcations as cited,coolos of which may be obtained from SneelOca- UOM Saie4.Building 197.Maebim6ton Naval Vard,deteral Sersiees AdmrinlstratkM wash. halon.D.C.3OW7. slbr Oe safety rgUVOINI nh, we On. 7.1.3.1 of MWM 76-706 which may be obtataad Aon liA. IVR DW-77-16616 riled 641-77:0:40 sml 1 *Standards for California as recanmended by EGTA and the Energy Commission - Each bag must be identified with an Underwriters laboratory label. aMaAt rout Vol. a, NO. trs—WMINUonr. Am 1. Ins opo a rasp ATTACHMENT C Priority Populations To Lc Served Number Percent Total Houses to be Weatherized 50 100 Elderly 30 60 Handicapped 2 4 Amcrican In^iar.- 2 _ 4 oil In the Board of Supervisors of Contra Costa County, State of California January 10 , 19 7 8 In *Ie molter of In The Matter Of Referral of Park Dedication Fee On the recommendation of the Director of Planning, IT IS BY THE BOARD ORDERED that the County Auditor-Controller is AUTHORIZED to refund to Steven K. Young, 33 Sutters Mill Court, Walnut Creek, CA 94596, the $300 Park Dedication Fee (P.D. 346-77) paid in connection with the issuance of a building permit (Account 2753) , PASSED by the Board on January 10, 1978 1 hereby certify tfwt ties foregoing is a-true and cored copy of an order e 1 @4 on t6 minules of said Board of Supervisors an the dale aforesaid. W*wss my hand and dw Seal of the Ioard of Orig: Planning Department superviwn cc: County Administrator affixed Auditor-Controller this lotlUoy of January 1978 Planning Department o c J. R. OLSSON, Clerk 4L_Tj_"� I, t i �' t" /,:4�('�( . Deputy Clerk Patricia A. Bell H-24 3/76 ISm RECEIVED CONTRA COSTA COUNTY PLANNING DEPARTMENT DEC 2 9 1977 J. R. O'.SSON CM eoAW or wPv=ft CONTRA CAXTA CO. TO: Board of Supervisors DATE: December 23, FROM: Anthony A. Dehaesu SUBJECT: Park Dedication Refund Director of Planni Request by Steven K. Young On December 14, 1977 the Clerk of the Board referred to our department a request for refund of a park dedication fee from Mr. Steven K. Young 33 Sutters Mill Court, Walnut Creek, CA 94596. Mr. Young paid $300 under park dedication #346-77 with the issuance of building permit #58382 on August 15, 1977. Subsequently, Mr. Young canceled the building permit and requests the return of his $300 fee. The Ordinance Code provides in pertinent part: (b) If a final subdivision map, development plan, use permit or building permit become invalid because of lapse of time or other legal reason within two years after dedication of land or payment of in lieu of fees, and if the county still retains the land or fees, and if the applicant so requests, the Board may order return to him of such land or fees as the county still retains control of, minus such amount as the Board may determine necessary to reimburse the county for its costs. I recommend that the $300 be refunded to Mr. Young as requested. AAD/cad Micrufi;m2d with boc-d order 1 ' In the Board of Supervisors of Contra Costa County, State of Californio January 10 • 19 Zs&_ In the Matter of Appointment to the Governing Board of the East Bay Emergency Medical Services Region, Supervisor R. I. Schroder having, this day been elected to serve as Chairman of this Board for the coming year; and Supervisor Schroder having recommended that, in view of his increased responsibilities, Supervisor W. N. Boggess be appointed to the Governing Board of the East Bay Emergency Medical Services Region to fill his (Supervisor Schroders) unexpired term ending April 26, 1978; IT IS BY THE BOARD ORDERED that the recommendation of Supervisor Schroder is APPROVED. PASSED by the Board on January 10, 1978. 1 hereby certify that the foregoing is a true and correct copy of an order entered on the minutes of said Board of Supervisors on the date aforesaid. Witness my hand and the Seal of the Board of CC: Supervisor W, N. Boggess Supervisors East Bay Emergency Medical affixed this day day of January 19 78 Services Governir_g Board Director , Human Resources Agency y J. R OLSSON, Clerk County Auditor-Controller 7) � �� 0 Deputy Clerk County Administrator BY L:-1 �� rc _� � �� Public Information Officer Ronda Amdahl H - 24 4177 15m t In the Board of Supervisors of Contra Costa County, State of Caiifomia January- 10 _ 19 Z$._ in the Matter of Representatives on the Economic Opportunity Council of Contra Costa County. THE BOARD HEREBY CONFIRMS the following Supervisors and their alternates Cor their designeel as representatives on the Economic Opportunity Council of Contra Costa County for the remainder of fiscal year 1977-1978 : NAME ALTERNATE Supervisor J. P. Kenny Dr, Orlyn Wood, County Health Officer 513 Sea View Drive El Cerrito, California 94531 Supervisor N. C, Fanden Mr. Cecil Lendrum, Assistant County Probation Officer 1041 Arlington Way Martinez, California 94553 Supervisor R, I. Schroder Mr. Robert Jornlin, County Welfare Director 41 Vallecitos Lane Walnut Creek, California 94596 Supervisor W. N. Boggess Mr. Claude Van Marter, Director, Human Resources Agency 4426 Winterberry Court Concord, California 94520 Supervisor E. H. Hasseltine Mr. Patrick R. Murphy, County Public Defender 559 Old Orchard Drive Danville, California 94526 PASSED by the Board on January 10, 1978. 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. Witness my hand and the Seal of the Board of CC: Supervisors and Alternates Supervisors Economic Opportunity affixed this 10th day of January 1978 Council Public Information Officer County Administrator J p. OLSSON, Clerk By " Deputy Clerk Ronda Amdahl H-244/7715m ��) ^n In the Board of Supervisors of Contra Costa County, State of Califomia January 10 , 19 7„g_ In the Molter of Appointment of Supervisors to Various Agencies. IT IS BY THE BOARD ORDERED that the following Supervisors are APPOINTED as this Board's representative on the .committees indicated: COMMITTEE APPOINTEE REPLACING Alameda-Contra Costa Counties J. P. Kenny R. I. Schroder Health Systems Agency Governing Board Contra Costa County Medical W. N. Boggess J. P. Kenny Services Joint Conference Committee PASSED by the Board on January 10, 1978. I hereby certify that the foregoing is a true and corned 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 Boord of CC: Supervisors Boggess & KennySu rvisors Alameda-Contra Costa Countie 10th January 78 Health Systems Agency xed "' day of 19 County Iledical Services Director, Human ResourcesR. LSSON, Clerk Agency _ , ' County Auditor-Controller By Deputy Uerk County Administrator Ronda Amdahl Public Information Officer H-24 4/77 15m 0c5U In the Board of Supervisors of Contra Costa County, State of California Januarys I Q In the Matter of Appointment to the Executive Committee of the Association of Bay Area Governments. Supervisor R. I. Schroder having this day been elected to serve as Chairman of this Board for the coming year; and Supervisor Schroder having recommended that, in view of his increased responsibilities, Supervisor E. H. Hasseltine be appointed to the Executive Committee of the Association of Bay Area Governments to fill his (Supervisor Schroders) unexpired term ending June 30, 1978; IT IS BY THE BOARD ORDERED that the recommendation of Supervisor Schroder is APPROVED. PASSED by the Board on January 10, 1978. 1 hereby certify that the foregoing is a true and corred cony of on order aft on the minutes of said Board of Supervisors on the date aforesaid. Witness my hand and the Seol of the doord of cc: Supervisor Hasseltine Supervi Association of Bay Area sn0th January 78 Governments affixed this day of 19 County Administrator Public Information Officer �� LSSON, Cleric By Deputy Clerk .onda Amdahl H-24 4177 15m 0;� 1 In the Board of Supervisors of Contra Costal County, State of California January 10 , 19 In the Matter of Alternate Member for the Board of Directors of Contra Costa County Sanitation District No. 7-A. Supervisor R. I. Schroder having suggested that in order to eliminate the necessity of yearly appointing a specific Supervisor to serve as the alternate for the Chairman of the Board of Supervisors on the Board of Directors of Contra Costa County Sanitation District No. 7-A, the Supervisor of the "Fifth District (within whose Super- visorial boundaries the Sanitation District lies) be designated as the "continuing" alternate to the Board Chairman; IT IS BY THE BOARD ORDERED that the Supervisor of the Fifth District is DESIGNATED as the "continuing" alternate for the Chairman" of the Board of Supervisors on the Board of Directors of Contra Costa County Sanitation District No. 7-A. PASSED by the Board on January 1(1, 1978. 1 hereby terrify that the foris a true and cored copy of an ardor onla ad an the minutes of said Board of Supervisors on the dote aforesaid. Witness my hand and the Seal of the Board of CC: Supervisor E. H. Hasseltir_eSu Supervisor Schroder pernsors 10th January 78 Public Works Director affixed thisday of 19 Environmental Control County Counsel '� � LM11, Clerk County Administrator ' Public Information Officer Y+4 1 Dh• Clerk Ronda Amdahl H-24 4/77 15m Of 1)52 l � In the Board of Supervisors of Contra Costa County, State of Califomia January 10 1978 In the Matter of Appointment to the Contra Costa County Mental Health Advisory Board. Chairman of the Board of Supervisors for the year 1978, Supervisor R. I. Schroder, having been designated to serve on the Contra Costa County Mental Health Advisory Board; and Supervisor Schroder -having recommended that pursuant to Section 5604 of the Welfare and Institutions Code Supervisor N. C. Fanden be appointed to serve on said Advisory Board in his stead; IT IS BY THE BOARD ORDERED that the recommendation of Supervisor Schroder is APPROVED. PASSED by the Board on January 10, 1978. I hereby certify that the foregoing is a true and correct copy of on order enlwed on the minutes of said Board of Supervisors on the date oforesokL Witness my hand and the Sed of the Board of CC : Supervisor Fanden Supervisors Supervisor Schroder affixed this 10th day of JanugrZ , 1978 Mental Health Advisory -pard County Administrator Jr R CUSSON. Clerk Director, Human Resources Agency by - Deputy Cleric Public Information Officer Ronna -Amd=-hl H-244/7715m In the Board of Supervisors of Contra Costa County, State of California January 10 , 19 78 In the Molter of Appointment to Metropolitan Transportation Commission There being a vacancy on the Metropolitan Transportation Commission due to enactment of Assembly Bill 741 (Government Code Section 66504) which provides that commencing January, 1978, a public officer who ceases to hold his public office shall vacate his seat on the Metropolitan Transportation Commission unless the appointing authority consents to completion of the term of office; NOW, THEREFORE, IT IS BY THE BOARD ORDERED that Supervisor R. I. Schroder is APPOINTED as this Board's representative to the Metropolitan Transportation Commission for the unexpired term of former Supervisor J. E. Moriarty ending February 9, 1979. PASSED by the Board on January 10, 1978. 1 hereby certify that the forepoinp is a true and correct copy of an order entered on the minutes of said Board of Supervisors on the date aforesaid. cc: Supervisor R. I. Schroder Witness my hand and the Seal of the Board of Metropolitan Transportatio8upervisors Commission affixed this 10th day of January 19 73 County Administrator County Counsel Public Information Officer J. R. OLSSON, Clerk Public Works Director g l t , t �� lIt Ct , ( i. Deputy Clerk atricia A. Bell H-24 4/77 15m f) 3� In the Board of Supervisors of Contra Costa County, State of California January 10 , 19 7.j— In g_In the Maher of Cardiopulmonary Resuscitation (CPR) Equipment. "he Board having received a December 28, 1977 letter from Mr. Revan A. 7. Tranter, rxecutive Director, Association of Bay Area Governments, advising that ABAG is giving to Contra Costa County the cardiopulmonary resuscitation (CPR) equipment previously leased as training aids ; IT IS BY THE BOARD ORDERED that the matter is REFERRED to the Director, Human Resources Agency. PASSED by the Board on January 10 , 1978. I hereby certify that the foregoing is a true and correct copy of an order erMered on the minutes of said Iloord of Supervisors on the dote aforesaid, cc: ABAG Wdness my hand and the Seal of the board of Director, `7uman Resources Supervisors Agency affixed this lOtYyay of January 1976 County Health Officer County Administrator J. R. OLSSON, Clerk By DWAy Clerk M Crai H-244/7715m i a� A)L In the Board of Supervisors of Contra Costa County, State of Califomia JAN 10 1978 In the Maher of Approval of County Medical Services Laundry Service Contract IT IS BY THE BOARD ORDERED that its Chairman is AUTHORIZED to execute Contract #26-044 with Community Health Care Services- for County Medical Services laundry service during the period December 1, 1977 to November 30, 1978, not to exceed a cost of $160,000 in County funds. PASSED BY THE BOARD on JAN 10 19701 1 hereby certify that the foregoing is o true and correct copy of an order www ed on the minutes of said Board of Supervison on the dote oforesakk Orig: Human Resources Agency Witness my hand and the Seal of the Board of Attn: Contracts & Grants Unit Supervisors JAP 10 1978 cc: County Administrator affixed this d 4 19 County Medical Services Contractor County Auditor-Controller C/ J. R. OLSSON, Clerk dy Deputy Clerk EH:dg H-24 4/77 15m Contra Costa County Standard Form STANDARD CONTRACT (Purchase of Services) 26 - 044 1. contract Identification:. Number Department: Medical Services Subject: Laundry Service 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: COMMNITY HEALTH CARE SERVICES Capacity: California corporation Address: 711 South San Joaquin, Stockton, California 95203 3. Term. The effective date of this Contract is December 1, 1977 and it terminates ;november 30, 1978 unless sooner terminated as provided herein. 4. Payment Limit. County's total payments to Contractor under this Contract shall not exceed $_160,000 5. County's Obligations. County shall make to the Contractor those payments described in the Payment Provisions attached hereto which are incorporated herein by reference, subject to all the terms and conditions contained or incorporated herein. 6. Contractor's Obligations. Contractor shall provide those services and carry out that work described in the Service Plan attached hereto which is incorporated herein by reference, subject to all the terms and conditions contained or incorporated herein. 7. General and Special Conditions. This Contract is subject to the General Conditions and Special Conditions (if any) attached hereto, which are incorporated herein by reference. 8. Project. This Contract implements in whole or in part the following described Project, the application and approval documents of which are incorporated herein by reference: Not Applicable 9. Legal Authority. This Contract is entered into under and subject to the following legal authorities: California Government Code 31000. 10. Signatures. These signatures attest the parties' agreement hereto: i Q ivC.. C NTY C COSTA FORNIA CONTRACTOR aMMv 44 N. AIDA-C y By Chairman, Board of rvisors . (Designate official capacity ,.n b;: ine$S Attest: J. R. Olsson, County Clerk and affix corporation seal) State of California ) B County of Contra Costa ) ss. Deputy ACKNOWLEDGEMENT (CC 1190.1) The person signing above for Contractor Recommended by Department known to me in those individual and business capacities, personally appeared before me today and acknowledged that he/ By C { G� they :signed it and that the corporation Designee or partnership named above executed the within instrument pursuant to its bylaws fY or a resolution of its board of directors. Fora Approved: County Counsel Dated: d 12, z 7 Rosemary Matossian By, - Deputy ry P blit/Deputy C unty Clerk OFFICIAL SEAL DERE S. 'KOPALb SERE S. KOPALD p NOTARY PUBLIC-CALIFOR LOS ANGELES COUNTY Akcrofilmsd with board order �� 1 (A-4617 REV h/76) My comm.expires MICR 27, 1979 ��7tlFl Cc.:-tr.-,. County Standard Form: PAYMENT PROVISIONS (Fee Basis Contracts) 2 - 044 . Number -• -- 1. Pavmea; mz-.unts. Subject to the P< :rent Limit of this C .._rac_ and to iiia following Dat^lent Provisions, County .:i11 pay Contractur tfa' ZollOLtin1; fee: (C':cCc: one alternative only. ] ( ] a. $_ monthly, or ( ] b. S per unit, as defined in the Service Pian, or [ ] c. $ , after completion of all obligations and conditions herein and as full compensation for all services, work, and expenses provided or incurred by Contractor hereunder. [.l'] d. An amount weekly equal to the total of the price per pound and per i t'.m for all laundry picked up, laundered, and delivered as specified in the Service Plan. The per pound and per item prices are specified in the Service Plan under paragraph 4. , Compensation, as Group A and Group B and are the same as Contracter's .Bid Price. The total amount to be paid will be less 7% if payment is made within 30 days of County's receipt of Demand Form D-15. Contractor shall submit written der:.a7ds weekly. 2. Payment Demands. Contractor shall submit written demands monthly or as specified in 1. (Payment Amounts) above, for payment in accordance ::ith Paragraph 1. (Pa}--ent A-mounts) above. Said demands shall be made on County Demand Form D-15 and in the manner and form prescribed by County. Contractor shall sub-:it said demands for parent for services rendered no later than 90 days from the _nd cf the mor.c in which said services are actually rendered. Upon approval of said pa rent decands by the 'read of the County Department for which this Contract is made er his designee, Co_nty will make payments as specified in Paragraph 1. (Payment Amounts) above. 3. Right to Withhold. County has the right to withhold paymt!nt to the Contractor when, in the opinion of the County expressed in writing to the Co _ractor, (a) tt:e Contractor's performance, in whole or in part, either has not been carried out or is insufficiently documented, (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 docu=ment its demand(s) for payment. 4. Audit Exceptions. Contractor agrees to accept responsibility for receiving, replying to, and/or coma lying with any audit exceptions by appropriate County, State, or Federal audit agencies occurring as a result of its performance of this Contract. 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 Contract. ( - 9 T'E:' 6/76) 9 , •3t 1 SERVICE PLAN i7G� 6 _ 4 umber /+.r During the term of this Contract, Contractor shall provide laundry service for an estimated 23,500 pounds of County-owned laundry per week for Contra Costa County uedical Services, such service to consist of all tools, equipment, materials, __'D:,r and supervision necessary for the provision of service as specified herein. 1. Delivery. a. all laundry pick ups and deliveries will be to Contra Costa County :?--ispital, 2500 Alhambra Avenue, Martinez, California at County-maintained pickup and delivery locations. b. Contractor shall provide a minimum of five continuous days service t':rou-h Friday, including holidays, or six days per week, Monday through =_tarda:, including holidays. Delivery on the last day of the week will include sufficient clean laundry to meet County' s weekend laundry needs. Contractor shall deliver clean laundry and pick up soiled laundry no earlier than 9:00 a.m. and no Mer than 2:00 p.m. each day of service. 2. Specifications. a. Contractor' s facilites, equipment, delivery vehicles, and methods shall be in conformance with regulations specified in California Administrative Code title 22, Section 70825, Laundry Service, and Section 78025, health Facilities and =erral Agencies. b. Contractor shall furnish a sufficient number of laundry carts, including specially marked carts for contaminated items, for County placement in one location _or County collection of soiled articles. C. Contractor shall sort and separately package laundry in sets by article type; i.e., sheets, pillow cases, robes, etc., as specified by County Medical Services. d. Damage to County Property. Contractor shall not preclude the County iron receiving the benefits of any insurance the Contractor may carry which provides for indemnification for any loss or destruction of or damage to property in the custody and care of the Contractor where such loss, destruction, or damage is to County' s property. The Contractor shall do nothing to prejudice the County's right to recover against third parties for any loss, destruction of or damage to County's property and upon the request of the County shall, at the Contractor' s expense, _��rnish to the County all reasonable assistance and cooperation (including assistance in the prosecution of suit and the execution of instruments of assignment in favor of the County) in obtaining recovery. 3. Right of Rejection. a. Within two calendar days after verbal notification, subject to written confirmation, by County' s representative of any work not in accordance with require- ments of this Service Plan, or any other defects in workmanship, Contractor will take steps to correct, within a reasonable time, work that is unacceptable to County. 4. Compensation. As specified in the Payment Provisions, County will pay Contractor a fee composed of a price per pound and price per item for the actual pounds and items picked up, laundered, and delivered. Compensation will be by groups as follows: a. Group A. Price per pound of laundry for Group A items is fifteen cents (50.15) per pound clean delivered weight. Group A items consist of the following: Adult Diapers Pillow Cases Green Sheets Green Hand Towels Baby Undershirts Robes Gurney Sheets Green Pillow Cases Eath Blankets Thermo Blankets Pajamas Fitted Sheets ?ath IowelsBibs Receiving Blankets Black Gurney Slings masa Cloths Draw Sheets Sheets Pads nand Towels Doctors Cowns Wet Mops Sheepskins ap:.ers Patient Gowns b. Group B items to be laundered and the price per item: Cate `:attresses $ 0.75 each Cubicle Curtains/Drapes $ 1.50 each :=•dated Dust `tops $ 6.35 each Doctors Coats/Shocks $ 0.75 each :abo=atory 6 Pharmacy Coats $ 0.75 each Entrance `fats $ 1.50 each Pillows $ 1.50 each Buffing pads $ 0.25 each Initials: o ractor Cou ty Dept. Contra Costa County Standard Form GENERAL CONDITIONS (Purchase of Services) 1. Compliance with Law. Contractor shall be subject to and comply with all Federal, State and local laws and regulations applicable with respect to its performance hereunder, including but not limited to, licensing, employment and purchasing practices; and wages, hours and conditions of employment. 2. Inspection. Contractor's performance, place of business and records pertaining to this Contract 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 and such additional records pertaining to this Contract as may be required by the County. 4. Retention of Records. The Contractor and County agree to retain all documents pertaining to this Contract for three years from the date of submission of Contractor's final payment demand or final Cost Report (whichever is later) under this Contract, and until all Federal/State audits are complete and exceptions resolved for the funding period covered by this Contract or for such further period as may be required by law. Upon request, Contractor shall make these records available to authorized representatives of the County, the State of California, and the United States Government. 5. Termination. a. Written Notice. This Contract may be terminated by either party, at their sole discretion, upon thirty-day advance written notice thereof to the other, or cancelled immediately by written mutual consent. b. Failure to Perform. The County, upon written notice to Contractor, may terminate this Contract should the Contractor fail to perform properly any of its obligations hereunder. In the event of such termination, the County may proceed with the work in any reasonable manner it chooses. The cost to the County of completing Contractor's performance shall be deducted from any sum due the Contractor under this Contract. c. Cessation of Funding. Notwithstanding Paragraph 5.a. above, in the event that Federal, State, or other non-County funding for this Contract ceases, this Contract is terminated without notice. 6. Entire Agreement. This Contract contains all the terms and conditions agreed upon by the parties. Except as expressly provided herein, no other understandings, oral or otherwise, regarding the subject matter of this Contract shall be deemed to exist or to bind any of the parties hereto. 7. Further Specifications for Operating Procedures. Detailed specifications of operating procedures and budgets required by this Contract, including but not limited to,monitoring, auditing, billing, or regulatory changes, may be developed and set forth in a written Informal Agreement entered between the Contractor and the County. Such Informal Agreements shall be designated as such and shall not be amendments to this Contract except to the extent that they further detail or clarify that which is already required hereunder. Such Informal Agreements may not enlarge in any manner the scope of this Contract, including any sums of money to be paid the Contractor as provided herein. Informal Agreements may be approved and signed by the head of the County Department for which this Contract is made or his designee. 8. Modifications and Amendments. a. General Amendments. This Contract may be modified or amended by a written document executed by the Contractor and the Contra Costa County Board of Supervisors or, after Board approval, by its designee, subject to any required State or Federal approval. b. Administrative Amendments. Subject to the Payment Limit, the Payment Provisions and the Service Plan may be amended by a written administrative amendment executed by the Contractor and the County Administrator or his designee, subject to any required State or Federal approval, provided that such administrative amendments may not materially change the Payment Provisions or the Service Plan. (A-4616 REV 6/76) 3VO Contra Costa County Standard Form GENERAL CONDITIONS (Purchase of Services) 18. Idemnification. 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, avant- - —" __ ,. n hPr nPr��_ i 19. Insurance. During the entire term of this Contract and any extension or 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 destruction 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 insurance 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 insurance as to the County, the State and Federal Governments, their officers, agents, and employees, so that other insurance policies held by them shall not be required to contribute to any loss covered under the Contractor's insurance policy or 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. 20. Notices. All notices provided for by this Contract 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 the head of the County Department for which this Contract is made, c/o Contracts & Grants Unit, Human Resources Agency, 651 Pine Street, Martinez, California 94553. 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. Primacy of General Conditions. Except for Special Conditions which expressly supersede General Conditions, the Special Conditions (if any) and Service Plan do not limit any term of the General Conditions. 22. Nonrenewal. Contractor understands and agrees that there is no representation, implication, or understanding that the services provided by Contractor under this Contract will be purchased by County under a new contract following expiration or termination of this Contract, and waives all rights or claims to notice or hearing respecting any failure to continue purchase of all or any such services from Contractor. (A-4616 REV 6/76) -3- � l0,62 Contra Costa County Standard Form GENERAL CONDITIONS (Purchase of Services) 1. Compliance with Law. Contractor shall be subject to and comply with all Federal, State and local laws and regulations applicable with respect to its performance hereunder, including but not limited to, licensing, employment and purchasing practices; and wages, hours and conditions of employment. 2. Inspection. Contractor's performance, place of business and records pertaining to this Contract 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 and such additional records pertaining to this Contract as may be required by the County. 4. Retention of Records. The Contractor and County agree to retain all documents pertaining to this Contract for three years from the date of submission of Contractor's final payment demand or final Cost Report (whichever is later) under this Contract, and until all Federal/State audits are complete and exceptions resolved for the funding period covered by this Contract or for such further period as may be required by law. Upon request, Contractor shall make these records available to authorized representatives of the County, the State of California, and the United States Government. 5. Termination. a. Written Notice. This Contract may be terminated by either party, at their sole discretion, upon thirty-day advance written notice thereof to the other, or cancelled immediately by written mutual consent. b. Failure to Perform. The County, upon written notice to Contractor, may terminate this Contract should the Contractor fail to perform properly any of its obligations hereunder. In the event of such termination, the County may proceed with the work in any reasonable manner it chooses. The cost to the County of completing Contractor's performance shall be deducted from any sum due the Contractor under this Contract. c. Cessation of Funding. Notwithstanding Paragraph 5.a. above, in the event that Federal, State, or other non-County funding for this Contract ceases, this Contract is terminated without notice. 6. Entire Agreement. This Contract contains all the terms and conditions agreed upon by the parties. Except as expressly provided herein, no other understandings, oral or otherwise, regarding the subject matter of this Contract shall be deemed to exist or to bind any of the parties hereto. 7. Further Specifications for Operating Procedures. Detailed specifications of operating procedures and budgets required by this Contract, including but not limited to,monitoring, auditing, billing, or regulatory changes, may be developed and set forth in a written Informal Agreement entered between the Contractor and the County. Such Informal Agreements shall be designated as such and shall not be amendments to this Contract except to the extent that they further detail or clarify that which is already required hereunder. Such Informal Agreements may not enlarge in any manner the scope of this Contract, including any sums of money to be paid the Contractor as provided herein. Informal Agreements may be approved and signed by the head of the County Department for which this Contract is made or his designee. 8. Modifications and Amendments. a. General Amendments. This Contract may be modified or amended by a written document executed by the Contractor and the Contra Costa County Board of Supervisors or, after Board approval, by its designee, subject to any required State or Federal approval. b. Administrative Amendments. Subject to the Payment Limit, the Payment Provisions and the Service Plan may be amended by a written administrative amendment executed by the Contractor and the County Administrator or his designee, subject to any required State or Federal approval, provided that such administrative amendments may not materially change the Payment Provisions or the Service Plan. (A-4616 REV 6/76) 1- Contra Costa County Standard Form GENERAL CONDITIONS (Purchase of Services) 9. Disputes. Disagreements between the County and Contractor concerning the meaning, requirements, or performance of this Contract shall be subject to final determination in writing by the head of the County Department for which this Contract is made or his designee or in accordance with the applicable procedures (if any) required by the State or Federal Government. 10. Choice of Law and Personal Jurisdiction. a. This Contract is made in Contra Costa County and shall be governed and construed in accordance with the laws of the State of California. b. Any action relating to this Contract shall be instituted and prosecuted in the courts of Contra Costa County. 11. Conformance with Federal and State Regulations. Should Federal or State regulations touching upon the subject of this Contract be adopted or revised during the term hereof, this Contract shall be amended to assure conformance with such Federal or State requirements. 12. No Waiver by County. Subject to Paragraph 9. (Disputes) of these General Conditions, inspections or approvals, or statements by any officer, agent or employee of the County indicating the Contractor's performance or any part thereof complies with the requirements of this Contract, 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 fulfill this Contract as prescribed; nor shall the County be thereby estopped from bringing any action for damages or enforcement arising from any failure to comply with any of the terms and conditions hereof. 13. Subcontract and Assignment. This Contract binds the heirs, successors, assigns and representatives of Contractor. The Contractor shall not enter into subcontracts for any work contemplated under this Contract and shall not assign this Contract or monies due or to become due, without the prior written consent of the County Administrator or his designee, subject to any required State or Federal approval. 14. 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. 15. Conflicts of Interest. Contractor promises and attests that the Contractor and any members of its governing body shall avoid any actual or potential conflicts of interest. If Contractor is a corporation, Contractor agrees to furnish to the County upon demand a valid copy of its most recently adopted bylaws and also a complete and accurate list of its 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. 16. Confidentiality. Contractor agrees to comply and to require its employees to comply with all applicable State or Federal statutes or regulations respecting confi- dentiali=ty, including but not limited to, the identity of persons served under this Contract, 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 under 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. 17. Nondiscriminatory Services. Contractor agrees that all goods and services under this Contract shall be available to all qualified persons regardless of age, sex, race, religion, color, national origin, or ethnic background, and that none shall be used, in whole or in part, for religious worship or instruction. (A-4616 REV 6/76) -2- 001561 Contra Costa County Standard Form GENERAL CONDITIONS (Purchase of Services) 18. Idemnification. 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, a antC - -� �' -- anv n hPr n,P T�� 19. Insurance. During the entire term of this Contract and any extension or 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 destruction 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 insurance 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 insurance as to the County, the State and Federal Governments, their officers, agents, and employees, so that other insurance policies held by them shall not be required to contribute to any loss covered under the Contractor's insurance policy or 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. 20. Notices. All notices provided for by this Contract 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 the head of the County Department for which this Contract is made, c/o Contracts & Grants Unit, Human Resources Agency, 651 Pine Street, Martinez, California 94553. 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. Primacy of General Conditions. Except for Special Conditions which expressly supersede General Conditions, the Special Conditions (if any) and Service Plan do not limit any term of the General Conditions. 22. Nonrenewal. Contractor understands and agrees that there is no representation, implication, or understanding that the services provided by Contractor under this Contract will be purchased by County under a new contract following expiration or termination of this Contract, and waives all rights or claims to notice or hearing respecting any failure to continue purchase of all or any such services from Contractor. (A-4616 REV 6/76) -3- � C In the Board of Supervisors of Contra Costa County, State of California 'JAN 10139 01 19 In the Matter of Authorizing Execution of a One Year and Four Month Lease with Duffel Financial and Construction Company for the premises at 1070 Concord Ave. , Suite 160, Concord - IT IS BY THE BOARD ORDERED that the Chairman of the Board of Supervisors is AUTHORIZED to execute on behalf of the County a one year and four month lease commencing January'l , 1978 with Duffel Financial and Con- struction Company for the premises at 1070 Concord Avenue, Suite 160, Concord, for occupancy by the Justice Automated Assistance Committee. PASSED by this Board on JAN 10 1978 I hereby certify that the foregainis a true and correct copy of on order entered on the minutes of said Board of Supervisors on the date aforesaid. Witness my hand and the Seal of the Board of Originator: Public Works Department, Supervisors JAN 10 1978 Lease Management affixed this day of . 19 cc: County Administrator Public Works Department J. R. OLSSON, Clerk County Auditor-Controller (via L/M) Deputy Clerk Lessor (via L/M) Buildings & Grounds (via L/M) Justice Automated Assistance Committee (via L/M) LEASE Justice Automated Assistance Committee Suite 160, 1070 Concord Ave., Concord I . PARTIES: Effective on JAN 10 1978 DUFFEL FINANCIAL AND CONSTRUCTION COMPANY, hereinafter called the "LESSOR", and COUNTY OF CONTRA COSTA, a political subdivision of the State of California, hereinafter called the "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 commonly known as Concord Office Park II, 1070 Concord Ave. , Suite 160, Concord, Cali- fornia, consisting of approximately 735 square feet of office space, and shown on Exhibit "A" attached hereto and made a part hereof. COUNTY and its employees, agents and invitees shall have the non-exclusive right to use the parking facil- ities located adjacent to the Building. 3. TERM: The term for this lease shall be for one (1) year and four (4) months commencing January 1 , 1978 and ending April 30, 1979. 4. HOLDING OVER: Any holding over after the term of this lease as provided hereinabove, shall be construed to be a tenancy from month to month subject to the terms of this lease, as applicable. 5. RENTAL: COUNTY shall pay to LESSOR as rent for use of said premises a monthly rental of $375.00 per month in advance on the 10th day of each month during the term of this lease. Payments are to be sent to LESSOR at 3730 Mt. Diablo Blvd., Lafayette, CA 94549. 6. USE OF PREMISES: The premises shall be used during the term and extension hereof for purposes of conducting various functions of COUNTY. 7. MAINTENANCE AND REPAIRS: a. LESSOR will furnish and maintain electrical , lighting, water, plumbing, heating, ventilating and air conditioning systems used in or with the demised premises. Heating, ventilating and air conditioning systems shall meet the following design criteria: 1 . Heating Design temperature indoor: 72°F at five-foot level above floor. Design temperature outdoor: 35°F ambient. 2. Cooling Design temperature indoor: 75°F - OB at five-foot level above floor. Design temperature outdoor: 95°F - 08 and 67°F - WB ambient. - 1 - "CrOfilmod with Foam order ()elf 3. Ventilating Air supply shall be a minimum of one and one-quarter (1-1/4) CFM per square foot of floor area. b. LESSOR shall keep the exterior of the building in good order, condition and repair including the parking lot and landscaping. c. COUNTY shall keep and maintain the interior of the premises in good order, condition and repair, to the extent provided by routine mainten- ance and normal care but shall not be responsible for major repair resulting from age and deterioration. 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. d. COUNTY shall replace any glass windows broken in the demised premises. e. LESSOR shall provide and install at the direction of the Fire Marshall 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. f. COUNTY shall not suffer any waste on or to the demised premises g. COUNTY shall not be responsible for correction of Code Violations which may exist in the demised premises, unless such violations arise out of or are related to a change in the COUNTY occupancy or use of said premises. 8. UTILITIES AND JANITORIAL: LESSOR shall pay for all water, sewer, gas, elec- tric and refuse collection services provided to the demised premises. COUNTY shall provide janitorial service. 9. ALTERATIONS, 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 termination of this lease, all signs to meet with existing Code requirements and LESSOR's approval . Any such alterations, signs or fixtures shall be at COUNTY's sole cost and expense. 10. 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 and shall not be held liable for any liability, claim or suit for damages to the per- son or property while in or upon said premises on COUNTY business 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, mechanical or other failure of equipment or building - 2 - 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 liabi- lity, claim or suit for damages to the persons or property when and if said persons or property are in or upon the demised premises and not on COUNTY business. 11 . DESTRUCTION: a. In the event of damage causing a partial destruction of the premises dur- ing the term of this lease from any cause, and repairs can be made within sixty (60) 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 par- tial 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 continuing 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. 12. ASSIGNMENT AND SUBLETTING: COUNTY shall not assign this lease nor sublet the premises without prior written consent of LESSOR. 13. 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. 14. DEFAULTS: In the event of COUNTY breach of any of the covenants or conditions 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 obligation or may - 3 - n 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 written notice of said breach and provided that LESSOR has not made a substantive effort to correct said breach. 15. 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. 16. TAXES: COUNTY shall pay to LESSOR within thirty (30) days after being re- quested to do so by said LESSOR, as additional rental, a sum equal to 3% of the increment, if any, in City and/or COUNTY taxes levied against the demised premises (Assessor's Parcel 126-322-046) in any year during the term of this lease or extension thereof which may exceed the taxes for the fiscal years 1977-78 which are Thirty-One Thousand Three Hundred Ninety-Five and 32/100 Dollars ($31 ,395.32). Said tax payment shall be prorated in accordance with the number of months COUNTY occupies the demised premises. 17. 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 in an emergency situ- ation, 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. - 4 - 18. 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. 19. TIME IS OF THE ESSENCE of each and all of the terms and provisions of this lease. COUNTY LESSOR COUNTY OF CONTRA COSTA, a DUFFEL FINANCIAL AND CONSTRUCTION political subdivision of the COMPANY St o Cali is 4yS (�C �y Y y vv/` Jos ph A. Duffel , Pre 'dent Chairman, Board of Supervisors ATTEST: J. R. OLSSON, Clerk u ty RECOMMENDED FOR APPROVAL: By __f/I County 'AdmirWstrat By Deputy Public WorksVDfrector Buildings and Grounds By Lease Management APPROVED AS TO FORM: JOHN B. CLAUSEN, County Counsel By Deputy 5 - I1{l�fi • 1 O+ w VIW M v cq cm I fl I • ' to 9xl2 j I Bm 4 1 � Ui 1 'I n , /6X2/ WIN I 201—O. Zq•'O� C-1 - 2650 sq. ft.. �+ B-1 - 3010 sq. ft. ,- R J1.a1G- • — •V In the Board of Supervisors of Contra Costa County, State of California January 10 , 19 78 In the Matter of Appointment to Citizens Advisory Committee for Service Area M-8. Supervisor E. H. Hasseltine having recommended that. Mrs. Frances Ezra, Route 1, Box 89, Byron, California 94514 be reappointed to the Citizens Advisory Committee for County Service Area M-S for a two-year term ending December 31, 1979; IT IS BY THE BOARD ORDERED that the recommendation of Supervisor Hasseltine is APPROVED. PASSED by the Board on January 10, 1978. I hereby certify that the foregoing is a true and correct copy of an order entwed on the minutes of said Board of Supervisors on the date aforesaid. cc: Mrs. Frances Ezra Witness my hand and the Sea! of the Board of Route 1, Box 39 Supervisors Byron, CA 94514 affixed this 10th of January 1970 Citizens Advisory Cte. for CSA M-3 Public "tiorks Director > J. R. OLSSON, Clark County Administrator By `/, Deputy ClarkPublic Information Officer Max e M. I`eufefd H-24 4/77 ism In the Board of Supervisors of Contra Costa County, State of California January 10 , 19 78 In the Molter of Letter of Intent to the State Depart- ment of Education Regarding Submission of an Application to Continue State Funding for Operation of the County's Child Development Nutrition Education Project in FY 1978-79 The Board having authorized execution of Agreement #29-230-1 with the State Department of Education for operation of a Child Development Nutrition Education Project in Contra Costa County during FY 1977-78, and The Board having considered the recommendation of the Director, Human Resources Agency, regarding submission of a Letter of Intent to the State Department of Education, advising the State that the County intends to submit a formal application for continued funding to operate the County's Child Development Nutrition Education Project for a third year in FY 1978-79, IT IS BY THE BOARD ORDERED that submission of said Letter of Intent by the Director, Human Resources Agency, is APPROVED. PASSED BY THE BOARD on January 10, 1978. I hereby certify that the forepokv is a true and correct copy of an order adw on the minutes of said Board of Supervisors on the dale afor sold. Orig: Human Resources Agency Witness my hoed cod the Seal of the Bond of Attn: Contracts 6 Grants Unit Supervisors cc: County Administrator affixed t,nlOth day of January 1978 County Auditor-Controller County Welfare Director County Health Officer v J. R. OLSSON, Clerk State DepartmentB� Deputy Clerk Y of Education axxne M. 1'eu e d RJP:dg H-24 4/77 15m In the Board of Supervisors of Contra Costa County, State of California January 10 , 19 Z In the Motor of Authorizing the Director, Human Resources Agency, to Execute Subgrant Modification Agreements with Certain Designated CETA Title VI PSE Project and Sustainment Program Subgrantees The Board having authorized, by its Order dated Detember 6, 1977, execution of Modification #810 to the County's CETA Title VI Grant (DOL #06-5004-60), which revises the County's PSE participant hiring plans so as to provide for an increase in the total number of new CETA Title VI PSE project positions to be established and maintained through Federal FY 77-78 in order to ensure the maximum utilization of CETA Title VI funding in FY 77-78; and The Board having considered the recommendation of the County Manpower Advisory Council's PSE Proposal Review Committee, regarding approval of new CETA Title VI PSE project positions specified for maintenance under newly approved CETA Title VI projects to be conducted through the duration of FY 77-78 by certain current CETA Title VI PSE Project Subgrantees; and The Board having considered the recommendation of the Director, Human Resources Agency, regarding the need for prompt execution of Subgrant Modifi- cation Agreements with those CETA Title VI PSE Project Subgrantees recommended for funding of new CETA Title VI PSE projects, and regarding the need for prompt execution of Subgrant Modification Agreements with certain current CETA Title VI PSE Project Subgrantees and Title VI Sustainment Program Subgrantees in order to deobligate from previously approved CETA Title VI PSE projects and CETA Title VI Sustainment programs that amount of funding which is not expendable in FY 77-78 under said projects and programs, and which must therefore be reprogrammed for support of new CETA Title VI PSE projects, in accordance with the County's CETA Title VI Grant and with Depart- ment of Labor (DOL) regulations and guidelines; IT IS BY THE BOARD ORDERED that the Director, Human Resources Agency, is AUTHORIZED to execute, on behalf of the County, standard form Subgrant Modification Agreements, to be effective January 10, 1978, with certain CETA Title VI PSE Project and Sustainment Program Subgrantees, as set forth in the attached "CETA Title VI PSE Project Subgrant Modification Agreement Specifications Chart" and "CETA Title VI PSE Sustainment Program Subgrant Modification Agreement Specifications Chart," to provide for the needed reprogramming of federal grant funds as specified above, upon approval of the appropriate standard Subgrant Modifi- cation Agreement format by the Office of County Counsel. PASSED BY THE BOARD on January 10, 1978. 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. Orig: Human Resources Agency Witness my hand and the Seal of the Board of Attn: Contracts S Grants Unit Supervisors cc: County Administrator affixed thislOth day of Januaz�i 19?$_ County Auditor-Controller County Manpower Project Director Aeu J. R. OLSSON, Clerk Subgrantees By Deputy Clerk ISI int M. fe RJP:dg H-24 4/77 15m 0015 w 1/IV/ / 1,.,,1LU %ILCIUL Page"I of 6 Cr-.TA TITLE VI PSC PROJECT SUDGRANT MODIFICATION •AGRLEMLN'f SPECIFICATIONS CHART SUBGRANT PRT:VIOUS 'PROJrCT NEW PROJECT PREVIOUS AGREEMENT NEW SUBORA11T ACRU,1 11.1'f SUBGRANTRE AGIRA VERENT N0. PROJECT N0. • ' PAYMI;N'f T.IMI1 PAYMCtJ'f I.TDIT.T PAYM1:NT LIi•1IT 1 AYi1Gi11' T,I14I'I' 1. Contra Costa Legal Services 28-701 302 $ 311,362 $ 31,204 $ 31,362 $ 31,204 Foundation 2. Home Health & Counseling 28-702 310 19,704 19,704 NC 311 20,494 20,232 805 New 38,261 40,198 78,197 3. City of Pinole 28-703 312 40,810 40,810 NC 313 26,917 24,645 314 13,025 13,025 NC 315 13,025 13,025 NC 316 11,750 11,171 806 New 10,778 807 New 8,870 105,527 122,324 4. United Council of Spanish Speaking Organizations 28-704 304 420686 40,910 304B 31,612 27,457 305 50,074 490115 f 808 New 22,429 124,372 139,911 5. Neighborhood House of North Richmond 28-705 309 76,247 66,618 j 809 New 270974 810 New 16,227 76,247 110,819 ? 6. Los Medanos Community Hospital 28-706 322 43,584 391817 43,584 39,817 7. Enki Research Institute 28-708 327 58,382 550243 328 85,302 81,165 1430684 136,408 8. Pinole Family YMCA 28-709 300 38,980 381101 (West Contra Costa YMCA) 811 New 14,190 812 New 13,918 38,980 66,209 9. Contra Costa Community College District 28-710 318 60,450 50,262 319 46,512 386909 813 New 17,993 814 New 9,548 ' .J1 815 New 9,758 C- 816 New 9.758 106,962 136,226 Attathment to 1/10/78 Board Order page 2 of 6 SU13GRANT j PREVIOUS PROJECT NEW PROJECT PREVIOUS ACIZEEMrNT NI:U] SUPCRANT AGREF"k1?_'I' I SUBGRANTEE AGREEMENT NO. PROJECT NO. PAYMENT LIMIT PAYMENT LIMIT PAYMENT LIMIT PAYMENT 1,11111 -a L0. Carquinez Coalition 28-711 308 } $ 490196 $ 48,648 $ 308B 449963 33,112 94 ,159 $ 81 ,760 11 . Phoeiiix Programs 28-712 329 68',946 58,616 68,946 58,616 I 12, New Horizons Center 28-713 325 32,762 31,685 32,762 31 ,685 I 13. Contra Costa Children's Council 28-714 331 33,152 32,282 32,152 32,282 14. Social Advocates for Youth 28-715 333 66,917 669238 817 New 22,097 66,917 88,335 15. Contra Costa Crisis 6 Suicide Intervention Service 28-716 326 30,494 30,461 30,494 30,461 16. East County Resource Center 28-717 317 379706 35,417 818 New 38,643 37,706 74,060 17. International Institute 28-718 334 37,322 32,042 of Alameda County 819 New 6,735 37 ,322 38,777 18. Mt. Diablo YMCA 28-719 301 43,776 38,664 820 New 180495 43,776 57,159 19. Region IX American Indian Council 28-720 323 84,448 710580 ' 821 New 12,945 84,448 84,525 20. Linton Business College 28-721 320 23,872 239516 23,872 23,516 21. City of Antioch 28-723 • 169 42,000 41 ,128 170 80,832 80,325 171 42.210 42,184 172 12,400 11,862 822 New , 91666 177,442 185, 165 Attic hment, to I/1v/r hoard order ,Pago.3 of 6 " h SUBGRANT PREVIOUS PROJECT NEW PROJECT PREVIOUS AGREEMENT NEW SUP.GRANT ArRErj•EN, SUBGRANTEE. ACR)%MCNT NO. PROJECT NO. PAYMENT LIMIT PAYMENT LIMIT PAYMENT LIMIT PAYME.N1' L114I'r 22. City of Concord 28-725 174 82,080 80,080 $ $ 175 95,760 95,160 NC 176 54,720 54,720 NC 177 95,760 95,760 NC 4 178 82,080 75,526 179 95,760 95,760 NC 180 . 82,080 82,080 NC 182 82,080 82,080 NC 183• 82,080 820080 NC 184 681400 68,074 823 New 8,880 8201800 820,800 23. City of E1 Cerrito 28-426' 107 240847 23,125 108 70,774 64,861 109 21$ 46 17,972 110 85,169 78,969 111 140051 121913 140 329113 30,784 144 10,715 10,163 824 New 79957 .. 825 New 230064 259,015 269,808 24. City of Lafayette 28-727 145 12,436 . 11,632 148 13,183 12,664 L 826 New 9,676 25,619 33,972 25. City of Martinez 28-728 185 426400 38,955 185E 27,803 250795 186 14,204 12s5Op X87 - 120600 11.521 ' 827 New 22,383 826 New 9,410 97,007 120,564 26. City of.Pittsburg 28-729 152 26,872 221291 153 43,417 39,495 = 154 36,691 35,066 155 13,140 12,293 156 107,015 59,306 157 29,182 25.518 �� 158 68,228 61,314 324,545 255,283 AtL•ac11mont to 1/lUj'i0 uonrd Order ,.1'n8c. 4 of e. SUDCRAN'Y 11i(t:VTOUS PROJECT NRW 11110,7RCT 11REXT01118 ACHEII.MI.NT Ni:W SIMMIAwT'_AGREP"111"N'l S1111CItAN1'l;l: ACltla?MI;N'1' NO, VROJ1:CT NO. L'AYMI,.N'1' LIM['Y PAYMENT LIMIT PAWEN'1' 1.1K'L'� � 1'AY14IiN'1' Llt11'1' 27. Pleasant 11111 Rec & Park 28-730 134 119167 11,146 $ $ 135 110685 9,489 829 New 70952 22,852 28,587 28. City of Walnut Creek 28-731 165 130039 12,304 166 39,420 15,268 : 167 13,039 129215 65,498 39,787 29. Antioch Unified School District 28-732 116 240957 249402 117 57,107 39,415 136 26,954 26,733 137 11,632 111000 138 56,712 549683 830 New 10,755 831 New 80821 1770362 175,809 30. Brentwood Union School District 26-733, 150 50,584 489265 151 34,614 34,614' NC 832 New 190100 85,198 101,979 31. Byron--Union School District 28-734 '162 14,200 111985 833 New 7,341 14,200 19,326 32. KniShtsen School District 28-736 104 12,819 11,930 834 New 15,365 12,819 27,295 33. Lafayette School District 28-737 105 39,200 32,537 1058 56,034 47,516 106 95,234 61,544 •835 New 45,326 190,468 186,923 34. Liberty Union School District 28-738 143 940767 94•0130 188 12,052 11,799 836 New 8,631 837 New 179341 106,819 131,901 35. Martinez Unified School District 28-739 146 • 62,000 62,000 NC 146E 28,481 25,607. 90,481 87,607 :.J1 I r'age :, o k 6 SUBGRANT PREVIOUS PROJECT NEW PROJECT PREVIOUS AGREEMENT NEW SUBGRANT AGRrE%.! SUBGRANTEE AGREEMENT NO, PROJECT NO. PAYMENT LIMIT PAYMENT LIMIT PAYMENT LIMIT PAYMENT LIMIT 36. Moraga Unified School District 28-740, 102 23,475 22,915 $ $ 102E 590004 55,978 838 New 65,919 820479 144,812 37. Mt. Diablo Unified School District 28-741 118 56,328 53,999 , 119 58,981 56,599 120 66,215 541836 122 27,946 27.742 123 50,673 406221 124 68,936 62,497 125 45,840 41,393 126 68,936 59,932 ' 127 66,215 54,840 128 560328 54,697 129 44,044 439873 130 510711 47,191 131 441027 380543 132 35,359 . 341967 839 New 141848 840 New 48,643 7+411,539 7344821 38. Oakley Unified School District 28-742•, 159 520703 49,959 1598• 400788- 359358 160 53,196 47,137 161 901200 880064 1 841 New 189453 842 New 9,921 2361887 248,892 39. Pittsburg Unified School District 28-743 149 36,382 33,819 1498 51,558 43,785 843 New 480779 87,940 126,383 40. Richmond Unified School District 28-744, , 112 63,302 58,666 113 65,664 61,466 114 65,664 60,144 115 35,731 32,933 2301361 213,209 lit4•�'rti+,+(:ttl Lt, LI IV /v UVULU VLUUL .Pae 6 of 6 SUnGRANT PREVIOUS PROJECT NEW PROJECT PREVIOUS AGREEMENT NE14 SUBGRANT AGRFEL FN SUBGRANTEE AGREEMENT NO. PROJECT NO. PAYMENT LIMIT PAYMENT LIMIT PAYMENT LIMIT- PAYMENT LIMIT 41. San Ramon Valley Unified School District 28-745 142 12,224 12,224 NC 844 ' New 8,173 845 New 80173 12,224 28,570 42. Housing Authority of CCC 28-746• 141 86,623 72,304 86,623 72,304 43. State of California 28-747 190 31 ,754 27,797 191 20,303 20,303 NC 193 52,599 52 ,599 NC 194 10,506 10,506 NC 801 24,372 24, 372 NC 802 22,161 22,161 NC 803 7,015 7,015 NC 804 70015 7,015 NC 846 New 7,932 175,729 179,700 ,t Attaclunant to 1/10/78 Board Order CETA TITLE VI PSE SUSTAINMENT PROGRAM SUBGRANT MODIrICA'PION'.AGR>✓LMENT SPrCIrICATIONS C11ART PREVIOUS SUBGRANT NEW SUBGRANT AGREEMENT PAYMENT AGREEMENT PAYMENT SUBGRANTEE SUBGRANT AGREEMENT NUMBER LIMIT (1/1/77 - 9/30/781 LIMIT 1/1/77 - 9/30/78 1. City of Antioch 28-652-4 2. City of Brentwood 28-653-4 $ 20877 $ 68,023 � 1�+,216 3. City of Concord „ 28-651-5 L,956,220 1 ,546 , 188 4. City of Lafayette 28-657-4 73,000 69,357 5. City of Martinez 28-658-4 268,437 245, 197 6. City of Pittsburg 28-654-4 432,641 405, 325 7. City of San Pablo 28-655-4 433,975 432, 179 8. City of Walnut Crack 28-660-4 209,243 180,235 9. Antioch Unified School District 28-661-4 388,784 383,844 10. Byron Unified School District 28-665-4 44 ,231 41,469 11. Lafayette School District 28-•667-4 67,027 64 ,506 � 12. Martinez Unified School District 28-669-4 115,386 109 ,528 13. Moraga School District 28-670-4 20,700 15,361 14. Mt. Diablo Unified School District 28-663-4 1 ,006,601 873,821 15. Oakley Unified School District 28=671-4 119,685 114 ,612 16. Orinda Union School District 28-672-4 236,106 219, 110 17. Pittsburg Unified School District . 28-662-4 , 171 163,092 157 18. Richmond Unified School District 28-673-4 388,028 157,455 19. San Ramon Valley Unified School District 28-674-4 114,101 112,965 20. Ambrose Recreation and Park District 28-679-3 51,863 43,517 21. Housing Authority of Contra Costa County 28-678-4 309,517 289 ,742 22. Pleasant Hill Recreation and Park District 28-680-4 39,214 i 38,127 23. State of California 28-676-5 423,517 387 ,950 :Jl In the Board of Supervisors of Contra Costa County, State of California January 10 , 1918 In the Matter of Resignation from Board of Directors of Contra Costa Resource Conservation District. The Board having received a December 20 , 1977 letter from Mr. Evo Baldocchi tendering his resignation as a director of the Contra Costa Resource Conservation District; and A December 20 , IM letter having been received from Mr. Rasmus Jensen, "resident of the District, recommending that Mr. crank Stonebarger, Jr. , be appointed to fill the unexpired term of Mr. Baldocchi; and The Board having received a December 28, 1977 memorandum from Mr. John B. Clausen, County Counsel, citing procedures of Government Code Section 1780 which relates to filling vacancies for unexpired terms for said District; IT IS BY THE BOARD ORDERED that the resignation of Mr. Baldocchi is ACCEPTED and this Board hereby calls to the attention of the remaining members of the District the afore- mentioned memorandum from County Counsel. IT IS FURTHER ORDERED that the Chairman is AUTHORIZED to execute a Certificate of Appreciation to Mr. Baldocchi for his services as a member of the Board of Directors of the Contra Costa Resource Conservation District. PASSED by the Board on January 10 , 1978. 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. Witness my hand and the Seal of the Board of cc: Contra Costa Resource Supervisors Conservation District affixed this 10th day of January . 1978 Public Works Director County Administrator J. R. OLSSON, Clerk Public Information Officer Y i Do" Clerk Ka"ai g H-24 4177 15m Resource Conserv.Dist. fills vacancy per GC 1780, Bd/Sups per Maddy Act 77-111 COUNTY COUNSEL'S OFFICE MApnWz.cALIA rl�CEIVED Dale: December 28, 1977 To: Clerk of the Board of Supervisors QEC 3 0 1977 Attn: A. Joseph, Deputy Fnxw. John B. Clausen, County Counsel �,� A C06 CLM WAM OF SUMMOM By: Victor J. Westman, Assistant unty Counsel PA: C.C. Resource Conserv. District, filling vacancy on Bd/Dirs. I. Summary. Responding to your 12-22-77 memo, we advise that: (1) a vacancy in the office of Director of a Resource Conservation District shall be filled as provided in Government Code 51780; (2) the "Maddy Act" (Govt.C. 5§54970 ff. ) does not apply to such appoint- ments made by the Board of Directors of the Contra Costa Resource Conservation District itself; and (3) if the Board of Supervisors is provided the opportunity pursuant to-subsection (b) of 91780 to appoint a Director on the governing body of the District, we recom- ment that it comply with both the "Maddy Act" and §1780. II. Discussion. Resource Conservation Districts are organized under the provisions of Chapter 3 (commencing with 59151) of the Public Resources Code. Sections 9316 and 9317 provide as follows: "9316. In case of a vacancy in the office of director it shall be filled by appointment for the unexpired term by the board of supervisors of the principal county. " (Added by Stats. 1975, Ch. 513.) "9317. Notwithstanding any other provision of law, a vacancy in the office of director who has been elected shall be filled pursuant to section 1780 of the Government Code. " Former 99175.5, added by Stats, 1975, Ch. 1059. Renumbered 59317 and amended by Stats. 1976, Ch. 1079. ) Section 9317 prevails over the inconsistent provisions of §9316, because it expressly so provides and because it was enacted after §9316 and was still more recently amended. Subsection (a) of Government Code 91780 requires that the District provide notice of any vacancy to be filled by posting the notice in three or more conspicuous places in the District at least 15 days before the appointment is made. It should be noted that the provisions of 91780 were amended effective January 1, 1977 by X82 of Chapter 1205 of the Statues of 1977 (copy attached) . WN:s cc: Arthur G. Will, County Administrator Attn: J. Connery Contra Costa Resource Conservation Dist. 5552 Clayton Road Concord CA 94521 Microfilmed with board order yam, . - ►�' � .r- I -'," � -� � _ ,i�_ - -Chapier 120 Y used in this chapter means an elector of President and c�ualified.4 Vice President of the United States and not an elector as cistrict K defined in Section 17. ion, the SEC. 80. Section 29840 of the Elections Code is ly, of the{; amended to read: vote, and.; 29510. Every person is guilty of a crimes punishable by _butecl_ imprisonment in the state prison for 16 months or two or I si-n hist three years,or m county jail not exceeding one year,who: m of their (a) Not being. entitled to 'vote at an election, - sriall be fraudulently votes or 'fraudulently attempts to vote at-, n a place;: that election. _ t a oince is (b) Being entitled to an election,at aelection, votes more d in some-,*-^,,, than once, attempts-- to• wrote - more- -than once, or ,- knowingly hands in two or more-ballots folded together- termine at that election- is lection is section:'. (c) Impersonates-orattempts to impersonate a voter- �,vhich' at an election. ,r_ duties:ice SEC. 81: •-Section_.275-of the Government Code is, ' Code is' repealed. ::_ SEC. 82. Section- 1780 of-the-Government°Code, a_ s�=- ;cation= amended by Chapter 18s of the,Statutes of 1977, is i phi, cede-, amended to read: . ,ause the1780. (a) Notwithstanding any other provision of law; ied aiorg- a vacancy in any elective office orr the governing board of a special district, other than those specified in Section Code is 1781, shall be filled as provided •in this section:- The- r._. =" remaining district board members may fill the vacancy canvas., by appointment until-the next district general election-- � yz ter each: that is scheduled 90 o;--afore days after the effective date R zli. of the vacancy,provided the appointment is-made within r ;a t` ericd of 60 days immediate) Code �.� a P Y y subsequent to. the- ' r Y;r effective date of such vacancy and provided a*notice of not be: the vacancy is posted in three or more conrspicuous places ,s other.* in the district at least 15 days before the appointment is llIot a_ d � rn=de. In lieu of rnaldng an appointment the remaining j :c of the:, members of the board may within 60 days of the vacancy call an election to fill.the vacancy-.- The election shall be *l' Y= , "` "I ' on the next available election date provided by-- Code y.ode is- Chapier 1 (commencing Nvith Section?.5CO) of Division 4- }1` "1 of the Elections Code'that is 90 or-more days after the' ector" as : Vacanev occurs. 363 ` a �'' -+.�..4 r.moi•. - �" Y ,ic'�,,.y r - ^. w +S" AA MMI�N Np­ Chapter 1205 `` L 7: �r (b) If the vacancy is not filled by the district board as. of State shall call the specified, or if the board has not called for an election.- district attorney of the c Within 60 days of the vacancy, the city council of the city. In these instances, the in which the district is wholly located, or if the district is+ county elections officer not wholly located vrithin a city, the board of supervisors" The Secretary of Stat of the county representing the larger portion of th" the uniform applicati- district area in which the:election to fill the vacancy wily be held, may. fill the vacancy tivithin. 90 days of theme election laws. Y SEC. 84. Section .� vacancy, or the city council or county supervisors may_ repealed. order the district to.-call an.election to fill the vacancy SEC, 85. Section 2= The election shall be held on the next available election] Code, to ready date provided by Chapter 1..(commencing with Sectior4 23365. The clerk of 2300) of.Division,4.of the Elections Code that-is 90 Or-:'Z' to the officers of' e- - more,days after the vacancy occurs. . equipment as provided (c) If within 90 days of the vacancy the-remainingS the Elections Code. r members of the_ board or the, appropriate •boardo.- county from which terr supervisors or city council have not filled the vacancy an the proposed county sh, no election has been called for, the district shall call precinct the indexes of election to fill the vacancy. The election shall be held o the proposed county v the next.available election date-provided by Chapters: addition, the clerk may, (commencing with_.Section 2500) of Division 4 of th supervisors, furnish the Elections Code that is 90 or more days after the vacan registration or ootber occurs. _ -- si;natures. -(d) Persons appointed to fill a vacancy shall hold offices SEC. 86. Section 2?' until. the next_distnct.general-election and thereafter* repealed. Y until the. person :elected at such election .to fill. they SEC. 87. -Section-31 vacancy has been:qualified,.but persons elected to fill A amended to read: - vacancy shall 'Gold office for the unexpired balance of th 34460. Petitions for e term. of office. or petitions for the repe; SEC- 83. Section 12172 of the Covernment,Code, the governing body of t'added by-Chapter 1119 of the Statutes of 1973,is amend than 90 days prior to a st, and renumbered to read_ ,d! more than one year 12172.5. The.Secretary of State is the chief elections-4 affixed thereon.The s:11. officer of the state, and-shall administer the provisions 44 verified by the auft the Elections Code. The Secretary of State shall see that regist,ation records of t'- elections are efficiently conducted and that state eleetionAl expenses of such verific ' laws are enforced.. The Secretary of State may require4 ;overning body thereof. elections officers to make reports concerning elections in* by means of the random their jurisdictions_ ..y for in Elections Code S- «i If, at any time;the Secretary of State concludes that;s SEC. 88. Sertic:, sy state election laws are not being enforced, the Secretary: amernded to read: .. 364 j - Y "S CONTRA COSTA COUNTY CLERK'S OFFICE Dace: December 22, 1977 T: County Counsel, Attn: George McClure Foam: Clerk of the Board, by A. Joseph, Deputy Subjeac: Contra Costa Resource Conservation District Attached is a copy of a December 20, 1977 letter ye received from the Contra Costa Resource Conservation District advising of the resignation of Mr. Evo Baldocchi and requesting that the Board appoint Mr. Frank Stonebarger, Jr. , to complete Mr. Baldocchi's unexpired term of office. Would you please advise us if the unscheduled vacancies in this District Board of Directors are governed by the provisions of the Maddy Act? Would you also provide us with information concerning "any other provision of law" as spelled out in Section 9178.5 of the Public Resources Code. If the vacancies are to be filled pursuant to. Section 1780 of the Government- Code, there are certain time factors that are important, therefore time is of the essence. cc: Contra Costa Resource Conservation District County Administrator ►00M - . '010t8CsA04 1%t,��:�►��1�►>frtr_a �iittiY��r�tc�►�t� �. • 5552 Clayton Road - Concord,California 94521 - Telephone: (415)687-1780 December 20, 1977 REC-.,El- Contra The Honorable Board of Supervisors Costa County Administration Building DSC U 1 1977 651 Pine Street Martinez, California 94553 c.;av C'_E2JC J O. SUPERVISORS C 5TA CO. Mrs. Fanden, Gentlemen: $ ._. �. Dr Our board has just received a copy of a letter of resignation from Mr. Evo Baldocchi. We have accepted Mr. Baldocchi's resignation with re- luctance because he has served well and faithfully for four years on our board in addition to his previous directorship on the Eastern Contra Costa RCD board. We have interviewed several interested people from the eastern part of the county because we believe that the make-up of our board should represent all segments of our society. We would like Mr. Baldocchi's replacement to come from the agricultural sector. We would, therefore, strongly recommend that Mr. Frank Stonebarger,Jr., Brownstone Road, Oakley, be appointed to complete Mr. Baldocchi`s unexpired term of office. Hopefully, this appointment will be made at your earliest convenience. Thank you for your kind consideration in this matter. 2MVVe truly yours, US JENSE , Pz�'esident CONTRA COS RESOURCE CONSERVATION DISTRICT m ..r. �,. �I1ll�CM«IW'1 AFi"t `1lli_/I1►� �/Il t �r'CtyL�// ,��.���L�� =� 5552 Clayton Road Concord,California 94521 - Telephone: (415) 687-1780 u r � December 20, 1977 RECEIVE-D :.. The Honorable Board of Supervisors Contra Costa County Q r y 1 1977 Administration Building 651 Pine Street Martinez, California 94553 CLERIC 80:,0 o. SUPERVISORS c reg,cod co. 6 . - -- CC(1:2. -.(3e Mrs. Fanden, Gentlemen: Please consider this as my resignation as a director of the Contra Costa Resource Conservation District. I tender this resignation with reluc— tance for I feel that our District has been a great help to all residents within it. However, due to a very heavy workload on my ranch, it is impos- sible for me to serve as an active director and to dedicate the time necessary to District activities. It has been a privilege to serve as a director of the resource conserva- tion district and I hope you will follow whatever recommendation their board might have in replacing me. I hope that this can be done at an early date. Sincerely, EVO BALDOCCHI, Director CONTRA COSTA RESOURCE CONSERVATION DISTRICT m _/-- X)9)YI Cb D • • In the Board of Supervisors of Contra Costa County, State of California January 10 , 19 78 In the Matter of Juvenile ,justice and Delinquency Prevention Act Component of the California Comprehensive Plan for Fiscal Year 1978. The Board having received a December 29, 1977 letter from Mr. ''anuel Ramos , Chairman, Contra Costa County Juvenile Justice Commission and Delinquency Prevention Commission, advising that the Office of Juvenile Justice and Delinquency Prevention, U. -epartment of Justice, 'gas disapproved the Juvenile Justice and Delinquency Prevention Act component of the California Comprehensive Plan for fiscal year 1978 ; -end ?�r. "'-imos having advised that the Commission has sent letters to President Carter and Governor Broom requesting assistance in this matter, and having requested the Board to support the Commission by taking similar action; IT IS BY THE BOARD ORDERED that the matter is REFERRED to the County Administrator. PASSED by the Board on January 10 , 1978. 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 oforesaid. cc : Mr. aniiel Ramos Witness my hand and the Seal of the Board of County Probation Officer Supervisors County Administrator affixed this 10th day of January_____, 1978 J. R. OLSSON, Clerk BY Deputy Clerk Ife,of Cra' H-24 4/77 15m In the Board of Supervisors of Contra Costa County, State of California January 10 , 19 78 In the Matter of Appointing Supervisor W. N. Boggess as the Alternate Supervisor Member of the Local Agency Formation Commission. This Board on April 12, 1977 having appointed Supervisor R. I. Schroder as its alternate member on the Local Agency Formation Com- mission for a four-year term of office ; and The Board having reorganized this day and having selected Supervisor Schroder to serve as Chairman for the coming year; and Supervisor Schroder, noting his increased responsibilities, having recommended that he be removed as the alternate Supervisor member of said Commission and that Supervisor W. N. Boggess be appointed to said office ; and IT IS BY THE BOARD ORDERED that the recommendation of Super- visor Schroder is APPROVED and Supervisor Boggess is APPOINTED as the alternate Supervisor member of the Local Agency Formation Commission to complete the unexpired term of Supervisor Schroder ending on the first Monday in May, 1981. PASSED BY THE BOARD on January 10, 1978. 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. c.c. Supervisor W . N. B o gg e s s Witness my hand and the Seal of the Board of Supervisor H. I. Schroder Super,iscws Local ar.ency Formation Co County Auditor-Controller ° "� this lOtY�y of January 19 78 County Administrator Public Information Officer R. OLSSON, Clerk By Geraldine Russell Deputy Clerk H -?4 3;7h ISm • • In the Board of Supervisors of Contra Costa County, State of California January 10 ; 19 U- In the Matter of Goals Relating to Community Development Block Grant Program. The Board having received a December 30 , 1977 letter from 'fir. Tames H. Price , San Francisco Area Director, 1)epartment of Housing and Urban Development , stating that there is a continuing* need to improve the involvement of minority- owned business enterprises in the Community Development Block Grant Program and advising that his office proposes to survey the potential market for minority business involvement and set an Area Office goal in dollar terms based on the aggregate of what each participating community can be expected to contribute ; -T IS BY THE BOARD ORDERED that the matter is REFF,RRED to the Director of Planning. :'ASSED by the Board on January 10 , 1978. I 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 hand and the Seal of the Board of cc : ,irector of Plannin7 Supervisors Public Works Director affixed this10th day of J,�nuary 1978 Director of Personnel County Administrator J. R. OLSSON, Clerk By D.puty Clerk Mar-Craig H-24 4/77 15m In the Board of Supervisors of Contra Costa County, State of California AS EX OFFICIO THE GOVERNING BOARD OF CONTRA COSTA COUNTY SANITATION DISTRICT NO. 15 January 10 . 1978 In the Matter of Approval of Agreement for Construction of Water and Sewerage Facilities, Land Use Permit 258-71, Willow Mobile Home Park. W.O. 5404-658 v On the recommendation of the Public Works Director as Engineer ex officio of the District, IT IS BY THE BOARD ORDERED that the Chairman is AUTHORIZED to execute an Agreement between District No. 15 and Willow Mobile Home Park providing for the construction of water supply facilities and sewerage facilities for Land Use Permit 258-71. Agreement is accompanied by Surety Bond No. YS 785-8918, issued. by Industrial Indemnity Company, San Francisco, in the amount of $16,300, for guaranteeing correction of defects of material, workmanship or per- formance. PASSED by the Board on January 10, 1978. I hereby certify that the foregoing is a true and correct ew of an order enk ad on the minutes of said Beard of Supervisors on the date aforesaid. Witness my hand and the Seal of the Board of ORIGINATOR: Public Works Department Supervisors Environmental Control affixed this 10th day of January 19-7-8— cc: Public Works Director Environmental Control J. R. OLSSON, Clark Business & Services if 1, Auditor-Controller Do" Clerk Planning Department Sandra Z. Nielson Health Department Building Inspection, Attn: Mr. Salyer County Administrator Wallace & Hedley, P.O. Box 15178, Long Beach 90815 L & H Development Co., Inc., 870 Morrill Street, Hayward 94541 �j flit.)1 590 AGREEMENT 1. PARTIES AND DATE. Effective on ijjVr-jrt, 10, 197R , Contra Costa County Sanitation District No. 15, hereinafter called the "District," and Willow Mobile Home Park (a partnership composed of George S. Hedley, Jr. and Donald C. 11allace, Jr.), hereinafter called the "Owner," mutually promise and agree as follows: 2. INTRODUCTION. A. The District is a County Sanitation District duly organized under the laws of the State of California. B. The Oit-ner is the owner of a mobile home park known as Pillow Mobile Home Park (Land Use Permit No. 258-71) on Bethel Island, Contra Costa County, California, hereinafter called the "Mobile Home Park." It is understood that the .Owner will be changing the name of the Park, sometime after the execution of this Agreement, to the "Willows at Bethel Island." C. The tentative map for the Mobile Home Park was approved on November 16,. 1971. D. The Owner has almost completed construction of a domestic water supply and water distribution system, and sanitary sewage treatment plant with storage lagoon, hereinafter called "facilities," to serve forty-five (45) mobile home residences, and further desires that these facilities be maintained and operated for the use, benefit and convenience of the resi- dential mobile homes. -1- Microfilmed with board order ni�91 E. Those portions of the facilities which will be constructed at a later date by the oivner, if they are required by the District, shall be-"referred to as "deferred facilities," and shall include an expansion lagoon, irrigation area, chlorination chamber, irrigation pump station, and all piping and appurtenances to make deferred facilities function , integrally with completed facilities. F. This Agreement relates only to the Mobile Home Park. 3. OCCUPANCY. During the time that the sewage treatment facility operates without the use of the deferred facilities, the owner will limit the occupancy of the Mobile Home Park to forty-five (45) mobile homes. _ 4. WORK AND FACILITIES. A. All facilities and deferred facilities, when constructed, shall conform to the Construction Drawings, dated February 1974, entitled "Sewage Treatment Plans and Water Supply Plans for Willow Mobile Home Park"; the sewage treatment plans having been prepared by engineers Anderson and Wirth, and the water supply plans having been prepared by Raymond Vail and Associates, with approved changes for the Owner and filed with the Public Works Department of Contra Costa County as part of the improvements to serve the Mobile Home Park. B. Prior to acceptance by the District, the Owner shall start up and operate the facilities and shall correct all deficiencies and irregularities so that the facilities operate without malfunctions. -2- 00592 C. The Owner shall provide three sets of maintenance and operation manuals for the facilities. There shall be a separate manual for water and for sewer (three sets each). S. IMPROVEIMENT SECURITY AND MAINTENANCE. The Owner shall file with the District (c/o County Public R'orks Department) this agreement executed and accompanied by a bond from a duly authorized corporate surety in the amount of 15% of the approved Engineer's Estimate, being the sum of $16,300, guaranteeing correction of any defects of materials, workman- ship, or any unsatisfactory performance for a period of one year after acceptance as complete by the District. Said bond shall be filed prior to acceptance of the facilities. 6. SOILS ENGINEER. The Owner shall submit the Construction Drawings for the facilities to a qualified soils engineer for certification of adequacy of design, and shall obtain said certification before acceptance by the District. 7. COSTS. The Owner shall: A. Obtain applicable construction permits from the District (County Public Works Department). B. Pay all costs of inspection provided by Contra Costa County Public {Forks Department of the facilities and costs of services rendered by the County, //including appropriate overhead. C. Place with the DistrictZh oh deposit in the amount of $900 cos-;'" in addition to the sum of9(i, which remains from prior �1�1393 deposit In the event the amount of the costs described in paragraph 7B above exceeds the total cash deposited for inspection, Owner shall pay the difference between the two amounts within ten (10) days of receipt of bill from the District. Should costs described in paragraph 7B above be less than the total cash deposited for inspection, the District shall return the difference as soon as possible after acceptance of facilities by the District. 8. HATER SERVICE. The Owner agrees to •convey by deed to the District the water supply facilities, including the land on which said facilities are located and access as shown on the approved Construction Drawings. The water supply facilities shall include the well and all treatment equipment and piping needed to supply water to the Mobile Home Park to, and including, one pipe length beyond the recording meter with totalizer as shown on said Construction Drawings. The land on which the water supply facilities are located shall be enclosed by a 72-inch chain link fence with a large gate and topped with three strands of barbed wire. The Willow Mobile Home Park shall be entitled to the first priority of use to any and all water pumped from Hells Nos. 1 and 2 now located on the subject property, and from any future additional wells drilled by Owner on the property. 9. SEWERAGE SERVICE. The Owner agrees to deed to the District the sewerage collection and treatment facilities as follows: -4- (WIRIM Pump Stations Nos. 1 and 3, and the force main between them, the force main from Pump Station No. 1 to the Sewage Treatment Plant, and the Sewage Treatment Plant and all appurtenances. No outside use of said sewerage collection and treatment facilities shall be permitted by the District if such outside use impairs the ability of the (►,mer to obtain certificate of occupancy as to the 182 mobile home spaces now constructed at the Park. The District agrees to abandon sewage • treatment plant after Mobile Home Park begins discharging sewage into the District's new collection system, provided that District determines the sewage treatment plant is not needed. 10. -LAND RIGHTS. The Owner shall, prior to acceptance of the work as complete, submit to the District for recordation the necessary documents containing legal descriptions of all casements and deeds for well sites, pump station sites, treatment plant sites, and other parcels occupied by public water or sanitary sewerage facilities serving the Mobile Home Park and granting these easements and conveying these parcels to the District as follows: A. Easement 15 feet wide centered over a straight line between the centers of Pump Stations Nos. 1 and 3, and extending northerly to the county road and southerly 15 feet from Pump Station No. 1. B. Easement 1S feet wide centered over the force main from a point 15 feet south of Pump Station No. l to the Sewage Treatment Plant. -S- C. Easements 15 feet wide through Lot 24 of the Mobile Nome Park and the adjacent southerly property which will provide access to the Sewage Treatment Plant. D. Easement for the sewage treatment plant, storage lagoons, and the irrigation area. E. Deed land required for the ~cater supply system and its access road with fee title to revert to O►,mer or its successor in interest upon abandonment by District. 11. SERVICE CHARGES. Upon acceptance of the facilities by the District, the (++mer agrees to pay a prorated annual water and sewerage service for the fiscal year in which the facilities are accpeted by the District, which will be calculated as follows: A X C B, A = number of months remaining in the fiscal year, including the month that the facilities are accepted by the District. B = 12 months in fiscal years. C .= annual water and sewerage service charge as adopted by the Board of Directors of the District. For Fiscal Year 1976-77, the amount is $160 per unit. After the prorated year, the full service charge will be due annually. 12. QUALITY OF SERVICES. The ON,mer further agrees that before acceptance of the facilities by the District: -6- A. The quality of water supplied for human consumption shall conform to the drinking water standards of the Department of Public Health of the State of California. B. It will furnish to the District a certificate from an engineer .engaged in sanitary engineering that the sewage treatment facilities constructed for the use of the Willow Mobile Home Park will produce effluent which will conform to Discharge Requirements issued by the Regional Water Quality Control Board, Central Valley Region. C. It will have drilled and constructed wells (being Wells Nos. 1 and 2), and that any other approved wells hereafter " drilled by Developer shall not contaminate the underground water supply and the distribution system. 13. NO WAIVER BY DISTRICT. Inspection of the improvements and/or materials, or approval of improvements and/or materials inspected, or statement by any officer, agent or employee of the District or Contra Costa County indicating the improvements, or any part thereof, complies with the requirements of this Agreement, or acceptance of the whole or any part of said improvements and/or materials, or pay- ments therefor, or any combination of all of these acts shall not relieve the Owner of his obligation to fulfill this Agreement as prescribed; nor shall the District nor the County thereby be estopped from bringing any action for damages arising from the failure to comply with any of the terms and conditions thereof. -7- f� (� '1j') � 14. INDEMNITY. Owner shall hold harmless and indemnify the indemnitees from the liabilities as defined in this section: A. The indemnitees benefited and protected by this promise are District and Contra Costa Coui)ty and its special districts, elective and appointive boards, commissions, officers, agents and employees; B. The liabilities protected against are any liability or claim for damage of any kind allegedly suffered, incurred or threatened because of actions defined below, 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 District or Contra Costa County approved the Construction Drawings, dated February 1974, and. Improvement Drawings for the Mobile Home Park, 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 liability are any act or omission (negligent or non-negligent) in connection with the matters covered by this Agreement and attributable to the Owner, contractor, subcontractor, or any officer, agent or employee of one or more of them; D. Non-Conditions: The promise and agreement in this section are not conditioned or dependent on whether or not any indemnitee. has prepared, supplied, or approved any plan(s) or specification(s) in connection with the improvements of Mobile Home Park, or has insurance or other indemnification covering any of these matters. -8- 000598 15. NONPERFOnMICE AND COSTS. If District sues to compel performance of this Agreement, Ch%ner shall pay all reasonable attorneys' fees, costs of suit, and all other expenses of litigation incurred by District in connection therewith. 16. -WATER RIGHTS. The Owner shall, by sufficient recordable document, prior to acceptance of the facilities as complete, convey and grant to the District the right to acquire from Owner, without payment of addi- tional consideration, appropriative water rights, permitting diversion by the District or its designee, in the amount of 350 gallons for each lot per day in the Mobile Home Park, provided that the occupants of-the Willow Mobile Home Park shall be entitled to first priority for their reasonable needs as to all water pumped from the subject wells. The document shall provide that the right to acquire said water shall be exercisable by District on or before January 1, 1979, and then only if diversions from the source of Owner's water rights are necessary by District to provide a domestic tater supply in the event such supply is not available from underground supply. The document shall also provide that right of District 'to divert said water for domestic supply shall terminate in the event that some other public district or public agency provides a domestic water supply to the Mobile Home Park. 17. SUCCESSORS. This Agreement shall be binding upon the parties thereto and upon all successors, grantees, and assigns of either the o Owner or the District. -9- To+.ze O j (Panner-hip) NATE OF CALIFORNIA C:bIINTY QF SOS ANGELES, --______� SS. before me,the undc"ignrd,a Notary Public in and for said State,personally appeared— Gnor;;e So Hedley, Jr. end ronald C- WalLpcp= Jze W = known to we to Ire =' �' �`it'Dt:X3�I lggpartners of the partnership F that executed the within instrument,and acknowledged to tae O that -1301 partnership rxecuted the same. OFFICIAL SEAL WITNESS in., and and official se L GLORIA J. SEARSON n w Ncicry Public - CatitoMW Signatu +�as�`.f ,j�.rr F;INCIDAL OFFICE IN 'r a, . ,LA _ LOS ANGELES COUNTY O Ih Jo S .e: MY CrJMMiSSION EXPIRES JAN.3,1978 J Name (Typed or Printed) ,1 lJ (This area tar official notarial feat) DEVELOPER: (See note below) CONTRA COSTA COUNTY WILLOW MOBILE HOME PARK, SANIT I Y DIS NO. 15 a partne slip 25Qr �lC" Chairman, T6ard of Supervisor was (Designate Official Capacity irf Contra Costa County Sanitation the usiness) District No. 15 Board of Directors ATTEST: JAMES R. OLSSON, County Clerk Note to Developer: (1) Execute and ex officio Clerk of the Board acknowledgment form below; and (2). if a corporation, attach a certified copy of (a) the By-Laws; BY or (b) the resolution of the Board 7dof Directors authorizing execution Deputy of this contract and of the bonds required hereby. RECOMMEAED FOR APPROVAL: Ie r"non L. Cline, Eng-i cer ex o icio of Contra Costa County Sanitation District No. 15 FORM APPROVED: JOHN B. CLAUSEN County Counsel Deputy r " 4 1� -10- '� 006011 INDUSTRIAL INDEMNITY COMPANY A STOCK COMPANY IIOME OFFICE 'SAN FRANCISCO ~ Bond No.: YS785-8918 Premium : $293.00 MAINTENANCE BOND KNOW ALL MEN BY THESE PRESENTS: Partuersbi.p . THAT WE, _ THE WILLOWS AT BETHEL ISLAND, A LII=/ , of Contra Costa Cotnty a14f (hereinafter called the Principal), as Principal, and INDUSTRIAL INDEMNITY COMPANY, of San Francisco, California, (hereinafter called the Surety), as Surety, are held and firmly bound unto CONTRA COSTA COUNTY SANITATION DISTRICT,�N . LS (hereinafter called the Obligee), as obligee, in the Bust of SIXTEEN THOUSAND-THREE HMDRE ANO/ 00 DOLLARS ($ 15,300.00 ), for the payment whereof the Principal and Surety bind themselves firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH, THAT WHEREAS, the Principal entered into a written contract dated December 22. 1977 , with the Obligee for Cos:pieting,developing,constxucting and equiping the facilities in accordance with the Construction Drawings dated F 1974 entitled Sewage Treatment %lata Coi Calir. and Water Y or on Bethel s n afro is bon executed to comply with the requirements of COMTBA COSTAC0NTY SAU,TTATTow DISTRICT N0. 15 - , wherein the Principal agrees to furnish maintenance on said work for one (1) year from the data of acceptance of said work specified in said contract. Said maintenance shall apply to defective workmanship and materials only. NOW, THEREFORE, if the Principal shall faithfully perform such maintenance,- then this obligation shall be void; otherwise to remain in full force and effect. SIGNED, SEALED AND DATED this 22nd day of Decsl>lber , 19 77 , t THE WILLOWS AT BETHEL ISLAND, AMmfted PartnaUhin sh INDU IAL IND TY COMPANY. J Kopp { Attorney t State of California On December 22, 1977 before me, the undersigned, ss. a Notary Public of said county and state, personally appeared County of Los Angeles John M. Kopp known to me to be the Attorney-in-Fact of INDUSTRIP.L INDEMIaTY CO"ANY 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 GFF:CIAL seat - -~� J. F. 7E5\ONLIJcK - me that such Corporation cxecutetf the same. -<. ;.OTARY PG�CtC CA'-IFCR?.iA f LQS ..?iG=LcS CCUKTY _ �► _ �"ZC..Q , „^ „Comrr ssic.,,.Lx»'„"5.,'Ja'ch'3,... --31 NOTAI b � � f 1 1 f afarr of Attamev iGo A Nessa w►rgia wr. Isswsscswss jamitu nit mea ba tiger presents: ihlt INDUSTRIAL INDE•NYITY COMPANY• a corporation orSanised assd cxio" under the lags of the State of California, and having its principal off-hoe in the City of Sao Francisco.Stan of California,does hereby rake,coratitute and appetnt ---�-- ----- --------J� H. KOPP---its true and lawful attorney-wt-fact for it and is itz naso,place and stead to execute as iu behalf m swcty,be",undertaking, Stipa- lations,consents and all contracts of suretyship and to am" its corporate seal to such obliptioss in favor of all obl*m provided ttut the liabibry of the Company as surety under his authority is rso one uucaacc shall exceed the suss of alad reservittR to itself full power of*Waiumtsoo and rwoocatsaa. This Power of Attorney w made'aad esemied is acoo dne" with the Reasintson adopscr by the Rased of Directors of LNDUSTRIAL I_ND MNITY COMPANY at a seeeting held as ghee 27th day of Sepbesber. 1972,reading as foilo+s: -RESOLVED.that the Ckwruma of tate Board or Pseaisst or Execuwee Vice Presx1rat or Senior Vice President of the Company, conjunction with duc Secretary or as Aistastt Secretary of this Coorpany.be and he hereby is authorised to execute,acknowkdge or verify Powers of Attansey gWifyieg sskctei atioeney*44act to act ssrsier mc* Posers.of Attorney to execute on behalf of hidustrial lndrmnity Coma y bonds, undsrtakinp,st9mAs ens,conerna and all contram of suretyship,and to attach the corporate "RESOLVED,'FURTHER, [Stat die sipmbm s of stud officm so aathonaed by this Company may be prioted facsirsile, litho- graphed or otherwase produced,and due chit faosstie apamere of any parson who sJsail knee been such offices of this CostipaAy at the time of such eztcwuon, acktso+A-A—st or venbeatirn may caausue to bt mod far the purpose ba+an.above sated and will be binding on this Caosrny,tsocwid wundwe the fact t#at he snow have cnrass 'so be stick officer at the bate-vises such ins[ mrisu shall be inued " In wither wiceof. INDUSTRIAL LYDLWUW COfJt>rANvY sae ceased thvat presents w 4 siy and its corporate seal to be affixed by its peopot olficas,st the City of Soo Fransircw Cali6mma,duo 5th day of Auiust , 19 76 Attrst�: : INDUiTitl IMMUNITY CO 01 T01AL , 4r u :at� ] Ro—f M. Gillsap . Sea"t'rp 3. G. plao to •, Stns Vic* President STATE OF CALIFORNIA CITY AND COUNTY OF SAN F"NCLSOO � s Oa this 5th day aE� s Atassrst_ .19 .76 .before ae, Cynthia L. Butner - a notary public is atsd for the City aad Countyof Saw Treococo,S tate of California,persossally appeared J:, G. LaP2iatt asd Rozani 1L' Gillespie _ . - - jnovm tome to be the Senior Vice President and Secretary of the corporation whKh executed the wtdun ituteuraenL and acksswiedpd to one that such cor*sratios executed the same,and that the resolutios referred to is the preceding irrtrunwat is a true ad correct copy of the ressiotioa hely ped at a rueeWV of the Board of Directors on September 27,1972,and that the same is is to tome awd a fem -In witness whereof,I have hereto set av ba"and atfaad my official seal the icy and year 4 thin eerurkast f nt above written. �- Cn� L j OW put— CAROM a tsfaw a slw apronftbtic i�s 60106 M6 ]Lin icy and County 4'(San Francisco,State of California 1, Roxani M. Gillespie, Secretary of INDUSTRIAL INDENINITY CONIPANY, do tfcrrby certify that I have compared the Power of Attorney gran:rd herein and the Resolution recited heron with the originals now o:i dile m the oriucipal office of said Com4mny, and that the same are correct transcripts tlwvfrom.and of the wbnle of the said or;;;na'.s,and that said?ower of Attorney has not been ncroked but is still m full force and effect. .n witness whereof, I hiwe hereunto srbsctibed my risme is such officer and affixed the seal of INDUSTRIAL I`DEI NiTY- cc,."?.-t_YY u the City of San Francisco,California,the 22nd day of Decevler , 19 77.. SEAL r V041 ors(Is/721 In the Board of Supervisors of Contra Costa County, State of California AS EX OFFICIO THE GOVERNING BOARD OF CONTRA COSTA COUNTY SANITATION DISTRICT NO. 15 January 10 , 19 Zj- In the INotter of Acceptance of Easements and Deed from The Willows at Bethel Island, (Bethel Island-Willow Mobile Home Park) LUP 258-71 IT IS BY THE BOARD ORDERED that the following easements and deed are hereby accepted from The Willows at Bethel Island: 1 . Easement dated December 6, 1977, for sewer lines, pump stations and access road. 2. Easement dated December 6, 1977, for access to sewage treatment plant using roads in the Willow Mobile Hoare Park. 3. Easement dated December 6, 1977, for sewage treatment plant, storage lagoons and irrigation area. 4. Grant Deed dated December 6, 1977, for water supply and access road. The Public Works Real Property Division is DIRECTED to have the said documents recorded in the office of the County Recorder. PASSED by the Board on January 10, 1978. 1 hereby certify that the fo"Vokm is a true and correct copy of-an order entered on the minutes of said Bowd of Supervisors on the date aforesaid. Originator: Public Works Department, Witness my hand and the Sed of the Board of Real Property Division Supervisors A affixed this?0th day of January 19 78 cc: Environmental Control County Recorder (via P/W) J. R. OLSSON, Clerk By �� , Deputy Clerk N. Pous H-24 4/77 15m 00604 In the Board of Supervisors of Contra Costa County, State of California January 10 011978 In the Matter of Reappointment of The Reverend A. H. Newman to the Civil Service Commission of Contra Costa County On the recommendation of Supervisor J. P. Kenny, IT IS BY THE BOARD ORDERED that The Reverend A. H. Newman, 2858 Loyola Avenue, Richmond, California 94806, is REAPPOINTED to the Civil Service Commission for a four-year term ending January 15, 1982. PASSED by the Board on January 10, 1978. 3 1 hereby certify that the foregoing is a true and correct copy of an order enNrrd on the minutes of said Board of Supervisors on the dote aforesaid. cc: The Reverend A. H. Newman Witness my hand and this seal of the Board of Director of Personnel Supervisors County Auditor-Controller allixed this 10th day of Taa ary 191 County Administrator Public Information Officer J. R. OLSSON, Clerk Clerk BI: Deputy Patricia A. Bell H-244n715m 0066-5 In the Board of Supervisors of Contra Costa County, State of California AS EX OFFICIO THE GOVERNING BOARD OF THE WEST COUNTY FIRE PROTECTION DISTRICT OF CONTRA COSTA COUNTY January 10 , 19 78 In the Matter of Appointment of Commissioner to the West County Fire Protection District There being a vacancy on the West County Fire Protection District Board of Commissioners due to the expiration of the term of office of Mr. Robert H. Myers; and On the recommendation of Supervisor N. C. Fanden, IT IS BY THE BOARD ORDERED that Mr. Melville Hagen, 4365 Santa Rita Road, E1 Sobrante, California 94803 is APPOINTED to said Board of Commissioners for a four-year term ending December 31, 1981; IT IS FURTHER ORDERED that the Chairman is AUTHORIZED to issue a certificate of appreciation to Mr. Myers. PASSED by the Board on January 10, 1978. A 1 hereby certify that the foregoing is a true and correct copy of an order a -Imed on the minutes of said Board of Supervisors on the date oforesokL cc: Mr. Melville Hagen Witness my hand and the Seal of the Board of West County Fire Supervisors Protection District affixed this 10th dav of January 1978 County Auditor-Controller County Administrator Public Information Officer J. R. OLWON, Clerk C By, h ^f,�.( .(+ J ��1� Deputy Clerk 'Pa r�icia -A. Bell H-24 4/77 15m 010606 __ 1 In the Board of Supervisors of Contra Costa County, State of California January 10 , 19 g�- In the Matter of Appointment to the Contra Costa County Drug Abuse Board. Supervisor W. N. Boggess having recommended that Ms. Roseanne Hogstrom, 1048 Mohr Lane, Concord, California 94518 .be appointed to the Contra Costa County Drug Abuse Board (representing District IV) to fill the unexpired term of Ms. L. Feley ending June 30, 1978; IT IS BY THE BOARD ORDERED that the recommendation of Supervisor Boggess is APPROVED. PASSED by the Board on January 10, 1978. I 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 dote aforesaid. Witness my hand and the Seal of the Board of CC : Ms. R. Hogstrom Supervisors Contra Costa County Drug affixed this 10th day of January 4 19 78 Abuse Board Director, Human Resources Agency �, (�3� LSSON, Clerk County Administrator 1 Public Information Officer BY— Deputy Clerk Ronda Amdahl H-24 4/77 15m . � t In the Board of Supervisors of Contra Costa County, State of California January 10, , 19 78 In the Matter of Appeal of Mr. and Mrs. Gary Green, et al. , Applicants, from action of the San Radon Valley Area Planning Commission on Application for Minor Subdivision 192-77, Alamo Area. Warren A. Almquist, Owner. ) WHEREAS on the 14th day of November, 1977, the San Ramon Valley Area Planning Commission approved with conditions the application for Minor Subdivision 192-77 of Warren A. Almquist to divide 2.63 acres inro four parcels, fronting approximately 560 feet on the south side of Bunce Meadows Drive, approximately 550 feet west of Miranda Avenue, Alamo area; and WHEREAS within the time allowed by law, Mr. and firs. Gary Green, et al. filed with this Board an appeal from said -action; NO11, THEREFORE, IT IS ORDERED that a hearing be held on said appeal before this Board in its Chambers, Room 107, County - Administration Building, Martinez, California, on Tuesday, the 7th day of February, 1978 at 11:00 a.m. and the Clerk is directed to post and publish notice of hearing, pursuant to code requirements. PASSED by the Board on January 10, 1978 1 hereby certify that the foragoiiq is a true and correct copy of an order entered on the minutes of said Board of Supervisors on the dote aforesaid. Witness my hand and the Seal of the Board of CC: Mr. and Mrs. G. Green Supervisors Mr. J. Henderson Mr. and Mrs. V. Mayer affixed this 10th day of January 19211._ List of Names Provided by Planning J. R. OLSSON, Clerk Director of Planning Public Works Director By 1��r,� dt .�.�?t'ft.�.1°-�-- • Deputy Clerk Land Development Jamie L. Johnson Director of Building Inspection H-24 4/77 15m n( .�t�. •� RECEIVED RE E ' i C :.� CONTRA COSTA COUNTY Q t CI '-:�7 1977 PLANNING DEPARTMENT J. Q. OLSSON CLERK BOARD OF SUPERVISORS ONT A CA. BY. _.. ...Depu TO: Board of Supervisors DATE: December 27, 1977 FROM: Anthony-A.' Dehaesu SUBJECT: APPEAL - Minor Subdivision 192-77 Director of Pianni W. A. Almquist (SD V) (Alamo Area) APPLICANT & OWNER: Warren A. Almquist, 101 Bunce Meadows Drive, Alamo 94507 APPELLANTS: Mr. & Mrs. Gary Green, 125 Bunce Meadows Drive, Alamo Mr. & Mrs. Dick Mayer, 220 Erselia Trail , Alamo Mr. James Henderson, 1055 Ina Drive, Alamo PUBLIC HEARINGS: 10/12/77: San Ramon Valley Area Planning Commission Continued to 11/14/77 11/ 1/77: Alamo Improvement Association Approved with amended conditions 11/14/77: San Ramon Valley Area Planning Commission Approved with amended conditions DECISION: Approved with amended conditions APPEAL FILED: November 29, 1977 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - -The following people should be notified of your Board's hearing date and time: Mr. and Mrs. Gary Green Harvey E. Bragdon 125 Bunce Meadows Drive 4 Barrie Way Alamo, Ca. 94507 Mill Valley, Ca. 94941 Mr. and Mrs. Dick Mayer Public Works Department 220 Erselia Trail Land Development Division Alamo, Ca. 94507 Fourth Floor, Administration Building Mr. James Henderson Building Inspection Department 1055 Ina Drive Third Floor, North Wing Alamo, Ca. 94507 (See attached list for additional names and addresses) AAD:dh Attachments: Letter of Appeal , Planning Department Acknowledgment, Resolution of Approval , Staff Reports, Public Works' Conditions, Environmental Impact Report, Map. cc: File M.S. 192-77 ;;�;;��� w sih b3ard order 0111609 :ir`� ... _..'�"`Si/ - loin •I�t .'!`�r.�_.a.aa+y.�,�:i/.'�i�T.�i�"rL.�r' -� _. - --- - - - - _- .�tats�•�" `�. low vier: ' � i -► ,tie''....,'{ •y'•1 rJ r ! '�•., r..' t c Q* -;: t e t y 1 n 6 �A"�_ _�• �� Ai�,J� 'r.t.�ri.. 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'-- a t _ 1 3 Planning Department (�� �] 14.rrrnr Co l ra crrrrrrrrr.:nirr f�nr•rrrlur: Donald E. Ariolemon County Administration Building.North Wing Costa William � cWalto.�n P 0 Box QS t J Witham V. Walton Martinez. California 94553 - County Plrra Ili❑ Albertt R. Compagli Ch;uun.ur glia Anthony A.Dehaesus Director of Planning William L. Milano Pinslnug Phone: 372-2091 Carolyn O. Phillips Rodeo Jack Stoddard Richmond Andrew H. Young Alamo December 14, 1977 Mr. Mrs. Gary Green 125 Bunce Meadows Drive _ Alamo, California 94507 Dear Mr. and Mrs. Green: This letter acknowledges receipt of your letter of appeal, dated November 29, 1977 and the $60.00 filing fee for Minor Subdivision 192-77 which was heard by the San Ramon Valley Area Planning Com- mission on November 14, 1977. Your appeal is being transmitted to the Board of Supervisors. The Board will notify you as soon as a hearing date is scheduled. Should you have questions relative to the above information, pjease; feel free to contact us. Sincerely yours, Anthony A. Dehaesus Diredor of Planning Havey . .Br gdon C" Assistant Director Current Planning HEB:dh cc: File M.S. 192-77 Warren A. Almquist Mr. $ Mrs. Dick Mayer James Henderson 13 Interested Persons Micro±ilmed with board order N. 011961.2 BEFORE THE SAN RAMON VALLEY AREA PLANNING COtff4ISSION OF THE COUNTY OF CONTRA COSTA, STATE OF CALIFORNIA r In the Matter of the Application for Approval of Minor Subdivision 192-77 (Warren A. Almquist) WHEREAS, on July 18, 1977, Warren A. Almquist filed an application (M.S. 192-77) to divide 2.63 acres into four parcels; and WHEREAS, the subject property is a descriptive parcel fronting approxi- mately 560 feet on the south side of Bunce Meadows Drive, approximately 550 feet west of Miranda Avenue, in the Alamo area; and WHEREAS, a public hearing was held in this matter, after giving notice as required, by the San Ramon Valley Area Planning Commission on October 12, 1977, whereat all persons interested there.in might appear and be heard; and WHEREAS, the San Ramon Valley Area Planning Commission continued this application until its meeting of November 14, 1977 so that this matter could be heard by the Alamo Improvement Association on November 1 , 1977, at which time the Alamo Inprovement Association approved Elinor Subdivision 192-77 with the condition that it is consistent with the zoning district and General Pian. The Alamo Improvement Association added the following condition to the Planning Department Staff Report submitted on October 12, 1977: "The developer shall comply with the San Ramon Unified School District policy as it relates to contribution of funds for the development of school facilities within the District. (The San Ramon Valley Unified School District "Developers' Policy). );- and WHEREAS, the San Ramon Valley Area Planning Commission having fully considered and evaluated all the testimony and evidence submitted in' this matter NOW THEREFORE, BE IT RESOLVED that the San Ramon Valley Area Planning Commission APPROVES the request of Warren A. Almquist for approval of Minor Subdivision 192-77, subject to an-ended conditions as listed in Exhibit "A", which .is attached hereto and rude a part thereof; and 0cro'51rned with bocird order 00 13 I M.S. 192-77 Pa,e 2 BE IT FURTHER RESOLVED that the reasons for this approval are as follows: i 1) The proposed minor subdivision is in substantial conformance with the R-20 zoning district. 2) The development is in conformance with the General Plan. The foregoing approval was made in the.motion of Commissioner Olander,_ seconded by Commissioner Wright, and adopted at the San Ramon Valley Area Plan- ning Commission meeting of [november 14, 1977, by the following vote: AYES: Commissioners Olander, Wright, Burrow, Meakin. NOES: Commissioners Best, Kennett, Young. ABSENT: Commissioners - None. ANDREW H. IDUNG Chairman of the San Ramon Valley Area Planning Cormittee ATTEST: Anthony A. Dehaesus Director of Planning -,� --- rvey E. B • gdon Assistant Di ector, Current Planning Micro;i!me-J vrith boa-j order �� EXHIBIT "A" Conditions for Approval of Minor Subdivision 192-77 l . , This request is approved for four (4) parcels. 2. Comply with the requirements of the Contra Costa County Public Works Department as stated in the attached letter. 3. The developer shall comply with the San Ramon Unified School District policy as it relates to contribution of funds for the development of school facilities within the District. (The San Ramon Valley Unified School District "Developers' Policy) . CONTRA PUBLIC WORKS 9EPARWMT COSTA COUNTY Date: September 29, 1977 TQ- A. A.. Dehaesus, Director of Planning Attention: Norman Halverson, Chief of Sutidiy i ion Administration Frofti ' -Vernon L. Cline, Public Works Director c�b By: L. J. Reagan, Assistant Public Wor s Director, Land Development i• Subject: Subdivision MS 192-77 Applicant: 11arren A. Almquist >, Assessor's Parcel No. 192-310-03 Bunce Meadows Dr. ,, Hearing Date October 12, 1977 We' have reviewed the subject application, the tentative map for which was received by your office on July 18, 1977, and submit the following comments: The property involved in Subdivision MS 192-77 fronts for 560 feet on the south side of Bunce Meadows Drive approximately 560 feet west of Miranda Ave. Bunce Meadows Drive is not maintained by the County. 1t has.a 24-Foot pavement within a 50-foot private easement. The area circulation plan indicates a 56-foot right . of way for Bunce Meadows Drive. Immediately to the west the full 56-foot right of way for Bunce Meadows Drive has been dedicated by NIS 138-74. Since the 50-foof private easement for Bunce Meadows Drive is sited wholly within the subject subdivision, the applicant should be required to dedicate the full 56 feet of right of way -to align with the 56-fool- right of way in MS 138-74. Subdivision immediately to the west of the subject subdivision, NIS 128-76 and MS 129-76, were each required., dks a condition of approvai., to construct one-half of a 24-foot pavement to private road standards along their respective frontages. The existing pavement along the subject- property's frontage is already a 26-foot private roadway. No pavement widening should be required. The existing road will not be acceptable for public maintenance. The existing drainage pattern should not be changed This subdivision lies within a flood prone area as designated on the maps pre- pared by the U.S. Geological Survey in cooperation with the U.S. Department of Housing and Urban Development, Federal Insurance Administration, for the San Francisco Bay Area. Based on the above, please include the folio-wing conditions for the approval of Subdivision NIS 192-77: A. Convey to the County by Offer of Dedication 58 feet of right of way on Bunce Meadows Drive as required for the planned future width of 56 feet. 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. ;.,ti,cro i;m3d with board order f) ,r �t-77 - 2 - September 29, 1977 When the Parcel Map is submitted for checking, the areas to be conveyed shall be shown thereon and the instrument/s,_which must be executed by the owner/s before The Parcel Map can be filed, will be prepared by the Public Works Department, Land Development Division. All instruments shall be recorded simultaneously with the Parcel Map. B. The existing site drainage pattern shall not be changed. C. Surface water originating on the subject property shall not be discharged in a concentrated manner onto adjacent land. D. Submit site grading and drainage plans to the Public Works Department, Land Development Division for review prior to the filing of the Parcel Map. E. The finished floor elevation of any structure shall be at elevation 328.0 feet or higher. _ F. Collect all storm water flows entering and originating within the subject property and convey them to a natural water course or to an existing adequate man-made drainage facility in accordance with Section 911-2.006 of the Ordinance Code without the diversion of the watershed. Submit hydrology and hydraulic calculations to the Public Works Department, Land Development Division, for review. t G. Install all new utility distribution services underground. H. Prior to the filing of the Parcel Map furnish proof to Public Works Department, Land Development Division of the acquisition of all necessary rights of entry, permits and/or easements for the construction of all off-site, -temporary or permanent, drainage improvements. I . File a Parcel Map on the entire parcel prior to the sale oi- development of any parcel . The parcel map must be filed with the County Public Works Department and recorded within one year from the date of the approval of this minor subdivision or this permit to subdivide will expire. Upon approval of the Director of Planning, a one year extension may be granted to record the Parcel Map. FL:sh 101cro4j"11med with board order SAN RAMON VALLEY AREA PLANNING COMMISSION Staff Report November 14, 1977 ITEM #12 MS 192-77 This item was continued from October 12, 1977, so that it could be heard by the Alamo Improvement Association. They considered this matter on November 1, 1977, and approved it with the condition that it is consistent with the zoning district and General Plan as they had some confusion about these points. The property is zoned for the development proposed (R-20). The General Plan showns Country Estates on the north side of Bunce Meadows Drive and low density single family on the south side of Bunce Meadows Drive where the subject property is located. In accordance with the intention of the General Plan, the line between the two designations is somewhat flexible but staff has interpreted it in this case to include the subject property within the low density single family area. The following shell be added to the conditions of approval: The developer shall comply with the San Ramon Unified School District policy! as it relates to contribution of funds for the development of school facilities within the district. (The San Ramon Valley Unified School District "Developers Policy") CONTRA COSTA COUNTY rLANNING DEPARTMENT NOTICE OF Completion of Environmental Impact Report 1 X�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 (415) 372-2031 Phone EIR Contact Person Margaret Coulter Contact Person PROJECT DESCRIPTION: WARREN A. ALMQUIST (Applicant & Owner), County File #MS 192-77: The applicant requests approval of a minor subdivision to divide 2.63 acres into four parcels. Subject property is described as follows: A descriptive parcel fronting approximately 560 feet on the south side of Bunch Meadows Drive, approximately 550 feet west of Miranda Avenue, in the Alamo area. (R-20) (CT 3461) (Parcel #192-310-003) c The Project Will Not Have A Significant Effect On The Environment The proposal is consistent with the General Plan and with surrounding uses. There is an unmapped tree on Parcel B and threes between Parcels C and D which should be preserved; this can be addressed in the staff report. No adverse environmental impacts are associated. It is determined from initial study by Margaret Couller of the XX Planning Department that this project does not have a significant effect on the environment. Justification for negative declaration is attached. The Environmental Impact Report is available for review at the below address: Contra Costa County Planning Department 4th Floor, North Wing, Administration Bldg. Pine E Escobar Streets (Martinez, California (� Da Posted { 1� Final date for review/appeal l L ' 12 . $y �tlr�c��, Planning Departm�n Representative h ►..:1�d with board ordw ��}�D IoP v^"�� ,/ /I• �'' ar.,.rte ' � •/• .��// /� /• .' •• •/ i / F'{ le R-20 . mimmmAv r / f%•' R-20/ f• / t 01 ria r•,Q / / ��.•r•a.�..,�r�a. . - �.M /A • �s7/7 ' �•••A /X/ A PORTION OF THE DISTRICTS MAP FOR THE ALAMO AREA •t rt.»to rc ,.n•.a„aKt .o rt•rr ..0 -�. ,s «t«r». .ra,.r . t... r«t•tr INSERT UAts NO. ,19. gtjp • ntssar. Cpv t,cu•= CONCORD DIVISION SECTOR 6 CONTRA COSTA COUNTY. CALIFORNIA ' ! /�'� 1 V lC trC SfC tr04 S+..anal^MnfRt. 0•D'•rarKC N$ SA2- +S a.+i•mtn nr MpmAu^.[ rp _ lwa••I, Tim. rr»Ca ti Tr•C zo—r., Oproha•ur o,Cnsrn•Cnsta e:m ttArt6r CA ti •MIA ' itroj .m�' t:nth a 4 ore M G µ• 007 94 c / 05 ` lp qo jo 4 ?H ��\ ''ter �`���"" O9 Ar. •�j/ �+ 1 �OO s:,v Y' P 1 Ai C f.,r r (8-74) ASSESSOR'S MAP - ,, BOOK 192 PAGE 31. C t.. In the Board of Supervisors of AS EX OFAI fU-' C(�6�ER'�'ING-BODYSAr�t?A0WT*A COwry FLOOD CONTROL A,,*,M WATER CONSERVATION DISTRICT ZONE 2 January 10 F19 .78 In the MoMm of Appointment to Contra Costa County Flood Control and Water Conservation District Zone 2. Advisory Board. Supervisor E. H. Hasseltine having noted that the term of Mr. R. Mygrant on the Contra- Costa County F1ood .Control and Water Conservation District Zone 2 Advisory Board. expired on December 31, 1977; and On the recommendation of Supervisor Hasseltine, IT IS BY THE BOARD ORDERED that Mr. James Stornetta, Highway 4, Brentwood, California 94513 is APPOINTED to said Board for a four-year term _ ending December 31, 1981. PASSED by the Board on January 10, 1978. I hereby certify that the forpoinp is a true and correct copy of an order era a on the minutes of said Board of Supervisors on the doh aforesaid. cc: Mr. J. Stornetta Witness my hand and the Seal of the Board of Public Works Director Supervisors Flood Control affixed this 10th day of January 19 78 County Administrator Public Information Officer Advisory Board r J. R. OLSSON, Clerk By i Z. .Lu Densly Clerk Robbie Cdtierrez-/ H-24 4/77 15m 00621 In the Board of Supervisors of Contra Costa County, State of California AS EX OFFICIO =,' GO'TERNING BODY OF THE C014TRA COSTA COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT ZONE 1 January 10 ------J19 78 In the Matter of Appointment to Contra Costa County Flood Control and Water Conservation District Zone 1 Advisory Board. Supervisor E. H. Hasseltine having noted that the term of Mr. Ralph -Emerson on the Contra Costa County Flood Control and Water Conservation District Zone 1 Advisory Board expired on December 31, 1977; and On the recommendation of Supervisor Hasseltine, IT IS BY THE BOA-RD ORDERED that Mr. Robert W. Miles, Rt. 2, Box 221-C, Brentwood, California 94513 is APPOIITTED to said Board for a four- year term ending December 31, 1931. PASSED by the Board on January 10, 1978. I hereby certify that the foregoin%; is a true and correct copy of an order uttered on the minutes of said Board of Supmvison on the date aforesaid. cc: Mr. R. W. Miles Witness my hand and the Seal of the Board of Public Works Director Supervisors Flood Control , affixed this 10th day of__January 1918 County Administrator Public Information Officer Advisory BoardJ. R. OLSSON, ClerkBy 1-444�k C'7_7777"rl'-f-I C-- Do" Clack R6bbie GtA-Ierrez H-24 4/77 15m 0 0622 . jc- In the Board of Supervisors of Contra Costa County, State of California January 10 , 1978 In *a Motter of Reappointment to the Citizens Advisory Committee for County Service Area D-3. Supervisor E. H. Hasseltine having recommended that Mr. Iver Kipp, 2801 Enea Way, Antioch, California 94509 be reappointed as a member to the Citizens Advisory Committee for County Service Area D-3 for a four-year term ending December 31, 1981; IT IS BY THE BOARD ORDERED that the recommendation of Supervisor Hasseltine is APPROVED. PASSED by the Board on January 10, 1978. I hereby certify that the foregoing is a true and correct copy of on order erMered on the minutes of said Board of Supervisors on the date oforesoid. Witness my hand and the Seol of the Board of cc: County Service Area D-3 Supervisors Public Works Director offixed this 10thday of January 19 78 County Administrator Public Information Officer p J. R. OLSSON, Clerk By Do" Clerk H. Pous H-24 4/77 15m 006,23 In the Board of Supervisors of Contra Costa County, State of California AS EX-OFFICIO THE GOVERNING BOARD OF RIVERVIEW FIRE PROTECTION DISTRICT OF CONTRA COSTA COUNTY January 10 -----01978 In the Matter of Reappointment to the Board of Commissioners, Riverview Fire Protection District. Supervisor E. H. Hasseltine having recommended that Mr. Harry Stitt, 17 Blossom Drive, Antioch, California 94509 be reappointed as a Commissioner of the Riverview Fire Protection District for a four-year term ending December 31, 1981; IT IS BY THE BOARD ORDERED that the recommendation of Supervisor Hasseltine is APPROVED. PASSED by the Board on January 10, 1978 . 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. cc: Mr. Harry Stitt Witness my hand and the Sed of the Board of Riverview Fire Protection Supervisors District affixed this 10th day of January 1978 County Administrator County Auditor-Controller Public Information Officer J. R. OLSSON, Clerk By Do" Clerk N. Pous H-24 4/77 lSm 00621 In the Board of Supervisors of Contra Costa County, State of California January 10 , 19 J� In the Matter of Certificate of Commendation to Mayor Richard T. La Pointe. IT IS BY THE BOARD ORDERED that the Chairman is AUTHORIZED to EXECUTE a Certificate of Commendation-to Mayor Richard T. La Pointe in recognition of his many contributions as a community leader. PASSED by the Board on January 10, 1978. 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. CC: County Administrator Witness my hand and the Seal of the Board of Public Information officer Supervisors affixed this 10thdoy of January 19 78 J. R. OLSSON, Clerk BDeputy Clerk Jamie L. Johnson H-24 4/77 15m �1l1;�25 } In the Board of Supervisors of Contra Costa County, State of California January 10 . 19 78 In the Matter of Appointment to the Citizens Advisory Committee for County Service Area D-3 Supervisor E. H. Hasseltine having noted that the term of Mr. Frank S. Arata on the Citizens Advisory Committee for County Service Area D-3 expired on December 31, 1977; and On the recommendation of Supervisor Hasseltine, IT IS BY THE BOARD ORDERED that Mr. J. Robert Oliver, 2404 Peppertree Court, Antioch, California 94509 is APPOINTED to said Committee for a four-year term ending December 31, 1981. PASSED by the Board on January 10, 1978. r 1 hereby certify that the forpoinp is a true and cornett copy of on order erNered on the minutes of said board of Supervisors on the date oforosaid. cc: Mr. J. R. Oliver Witness my hand and the Seal of the board of County Service Area D-3 Supervisors Public Works Director County Administrator °ffi"� d"s-1 -- of T_y 19--7g Public Information Officer i R. OLSSON, Ckrk c.puty Ckwk Patricia A. Bell H-24 4/77 15m 00626 In the Board of Supervisors of Contra Costa County, State of California January IL—v 19 1$ In the (Natter of Appointment to the Contra Costa County Drug Abuse Board Supervisor E. H. Hasseltine having recommended that Mr. David Lewis, 1805 Lassen Court, Antioch, California 94509 be appointed to the Contra Costa County Drug Abuse Board (representing District V) to fill the unexpired term of Ms. Norma Cox ending June 30, 1980; IT IS BY THE BOARD ORDERED that the recommendation of Supervisor Hasseltine is APPROVED. PASSED by the Board on January 10, 1978. 1 hereby certify that the foregoing is a true and correct copy of an order 0-kned on the, minuMs of said bard of Supervisors on the,date, aforesaid. cc: lir. David Lewis Witness my hand and the,Seal of the, bard of Contra Costa County Drug Supervisors Abuse Board affixed this 10thday of Tanu=y , 19-21 Director, Human Resources Agency County Administrator J. R. OLSSON. Clerk Public Information Officer � B t�►7 t, c ,rz n " , Deputy clerk Patricia A. Bell H-24 4/77 15m 0061217 In the Board of Supervisors of Contra Costa County, State of California January 10, , 1978 In the Matter of Approving Deferred Improvement Agreement for Subdivision 5028, Walnut Creek area. The Public Works Director is .AUTHORIZED to execute a Deferred Improvement Agreement with HAROLD K. and ELIZABETH BELLOWS, permitting the deferment of construction of permanent improvements required as a condition of approval for Subdivision 5028, in the Walnut Creek area. PASSED by the Board on January 10, 1978. n 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. Originating Department: PW (LD) Witness my hand and the Seal of the Board of Supervisors cc: Recorder (via P.W. ) offixed this 10th day of T n„ ry 19 Public Works Director Director of Planning County Assessor J. R. OLSSON, Clerk Harold K and Elizabeth Bellows B"f,964 Deputy Clerk 4112 Walnut Blvd. Sandra I elson Walnut Creek, CA 94596 j H-244/7715m 0062S In the Board of Supervisors of Contra Costa County, State of California January, 1 n . 19 7 R_ In the Matter of Goals for Board Committees during Calendar Year 1978. Supervisor R. I. Schroder, newly elected Chairman of the Board, remarked on his goals and objectives for calendar year 1978; and in connection therewith, Supervisor Schroder suggested that Supervisors E. H. Hasseltine and % C. "anden, as the Board' - -finance Committee , continue the public hearin; process during budget deliberations that was initiated in 1977, work to implement the program budget approach and seek to apply the zero base concept to at least one department, and weigh the merits of the proposals that will be coming, before the Finance Committee with the total needs of the County and the tax burdens that will be placed on the constituents. Supervisor Schroder also urged the Board's Internal Operations Committee, composed of Supervisors W. N. Boggess and J. P. Kenny, to consider the community development concept for the County, to seek to bring_ together more closely certain operations including Public Works , "ngineering,, grading, ,tanning, Flood Control, 'wilding Inspection, Public Works Inspection, and to obtain information on the advantages and disadvantages of a charter form of government for the County. THIS IS A MATTER FOR RECORD PURPOSES ONLY matter of record 1 hereby certify that the foregoing is a true and correct copy of ilr «Mend on the minutes of said Board of Supervisors on the date aforesaid. cc: board Committees Witness my hand and the Seal of the Board of Public Works Director Supervisors Director of Planning affixed thislOth day of January , 19j- Director of Building Inspection County Administrator ; J. R. OLSSON, Clerk J By �' Deputy Clerk Mar aig H-24 4/77 15m W 99 In the Board of Supervisors of Contra Costa County, State of California January 10 01978 In the Malfer of Extending Terms of Office for the Citizens Advisory Committee for County Service Area R-6. Supervisor R. I. Schroder having recommended that the expiration. dates (established August 23, 1977) for the terms of office of the Citizens Advisory Committee for County Service Area R-6 be extended one year as follows: Term Member Expires Ms. Harriet Ainsworth December 31, 1978 Mr. Jerry Wendt December 31, 1978 Mrs. Del Loper December 31, 1978 Ms. Jan Rayl December 31, 1978 Mr. Jack Knebel December 31, 1978 Mr. Carl Landers December 31, 1978 Mr. Martin McNair December 31, 1979 Mr. Scott Ferguson December 31, 1979 Ms. Sandra Steinbeck December 31, 1979 Mr. Ronald Plomgren December 31, 1979 IT IS BY THE BOARD ORDERED that the recommendation of Supervisor Schroder is APPROVED. PASSED by the Board on January 10, 1978. I hereby certify that the foregoing is a true and correct copy of on order onlond on dwi minutes of said Board of Supervisors on the date aforesaid. Witness my hand and the sed of the Board of cc: County Service Area R-6 Supervisors Public Works Director affixed this 10th of January 1973 County Administrator Public Information Officer p + SSON, Clerk ' i By D.puty clerk H-24 4/77 15m 09630 c � In the Board of Supervisors of Contra Costa County, State of California January 10 In the Matter of Mental Health Programs and Property Tax Relief. On the recommendation of Supervisor W. N. Boggess IT IS BY THE BOARD ORDERED that the County Administrator is DIRECTED to send a letter to the Governor commenting favorably on the proposed augmented mental health funding and his recognition of the 'need for property tax relief. PASSED by the Board on January 10, 1978. I hereby certify that the foregoing is a true and correct copy of on order Nola d on the minutes of said Board of Supervisors on the date aforesaid. cc: County Administrator Witness my hand and the Sed of the Board of Director, Human Resources Supervisors Agency affixed this-loth day of .Tnnua, 19-La.- j f� J. R. OLSSON, Clerk By"lar,(L Deputy clerk Jamie L. Johnson H-24 4/77 15m IN THE BOARD OF SUPERVISORS OF CONTRA COSTA COUNTY, STATE OF CALIFORNIA In the Matter of the ) Overall Economic ) January 10, 1978 Development Committee. ) The Board having received a January 9, 1978 memorandum from Mr. A. A. Dehaesus, Director of Planning, advising of certain actions taken by the Overall Economic Development Committee (OEDP) to comply with the Board's policy governing committees (Resolution No. 77/273) ; IT IS BY THE BOARD ORDERED that the actions taken by the OEDP Committee as set forth below are APPROVED: 1. Members of said Committee are appointed for two-year terms commencing January 1, 1978 with initial staggered terms expiring December 31, 1978 or 1979 as indicated: ERPIRAT ICK NANE REPRESEN TUM "OF TEfii Abelson, Howard City of El Cerrito December 31, 1979 Adams, Amos Black Minority Caucus December 31, 1978 ' Aoki, Yas Japanese-AmeAcan Community December 31; 1978 Berkbout, ltiillen City of San Pablo December 31, 1979 Braud, Bernadi" State Employmnt De elopmat Dept- , . December 31, 1979_ Appleby, Bill (Alt.) Carreon, Julian Spanish Minority CaL=n December 31, 1979 Chatman, Art1= Black Minority Caucus December 31, 1979 Crockett, Kenneth L. Contra Costa County Farm Bureau December 31, 1979 Cunninghma, Joseph City of Brentwood (Mayor) December 31, 1978 DeFalco, Ernestine City of Dbraga December 31, 1978 Donato, S. Anthony City of Pittsburg (City NTanager) December 31, 1979 Dorsey, Willie Black minority Caucus December 31, 1979 Foreman, Roy A. Contra Costa Adv. Council on Aging-. December 31, 1978 Gillett, Tom Western Pacific Railroad December 31, 1979 Greer, Larry Supervisorial District I December 31, 1978 Hamilton, Lynn R.- Contra Costa Taxpayers Association December 31, 1979 Harr, H. H. 'Bud" Central Labor Council of CCC December 31, 1979 Heinitz, Dave Bank of America 'December 31, 1979 Hughey_ Paul F. CCC Develaa t Association December 31. 1978 Icing, TTarvin Diablo meelo Chapter, Calif. Assoc., of the Physically Handicapped, Inc.. 'December 31, 1979 Larson, David . City of Pinole December 31, 1978 Loehr, Ann City of Lafayette December 31, 1979 Marchus, Dr, Floyd Superintendent of ScImis ,December 31, 1979 Medeiras, William Spanish Minority Caucus December 31, 1979 Pierce, Walter• City of Antioch December 31, 1979 Phillips. Edward City of Concord December 31. 1979 Porter, Linda League of Women Voters December 31, 1979 Hewett, Phyllis (Alt.) Rieger, Albert City of Martinez Decerber 31, 1979 Ruiz, Jayne Spanish Aiinority Caucus December 31, 1978 Smith, j'lallace F. City of Walnut Creek December 31, 1979 Steiner, Seth J. Pacific Gas F Electric Co. December 31, 1979 Thomas, L. H. CC Bldg. $ Construction Trade Council December 31,.1978 Tumbaga, hose 1�Tary Fil-American Community December 31, 1978 Undeniood, Jerry CCC Community College District December 31, 1978 Ureta, Indo . Spanish Minority Caucus December 31, 1978 Washington, Lula Black Minority Caucus December 31, 1979 Hill, Ray (Alt.) Pratt, Amanda (Alt.) 09632 2. Alternates shall serve the same term as the regular member they represent. 3. Membership position of Ms. Carol Yeager (representing Supervisorial District II, is declared vacant inasmuch as she no longer resides in the County. 4. December 31, 1978 is established as the expiration date for individuals who may be appointed to the following vacant eligible group memberships : City of Clayton City of Hercules City of Pleasant Hill Supervisorial District II Supervisorial District III Supervisorial District IV Sierra Club (Mt. Diablo Chapter) Contra Costa-Alameda Cattlemen' s Association Chinese American Community Native American Community On the recommendation of Supervisor E. H. Hasseltine, IT IS FURTHER ORDERED that Ms. Hazel Sturm, 2913 North Apple Court, Antioch, California 94509 is APPOINTED to the OEDP Committee (representing Supervisorial District V) for a term ending December 31 , 1978. PASSED by the Board on January 10, 1978. 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 affixed this 10th day of January, 1978. J. OLSSQN, CLERK 01 ( � �,� a By C� onda Amdahl Deputy Clerk cc: OEDP Committee Director of Planning Ms. H. Sturm County Administrator Public Information Officer County Auditor-Controller In the Board of Supervisors of Contra Costa County, State of California January 10 , 19 78 in the Mat1K of Progress .Report of the Civic Center Planning & Parking Group. The Civic Center Planning and Parking Group, appointed jointly by the Martinez City Council and this Board, having submitted a report on its review of parking problems in the County Civic Center and, in connection therewith, its recom- mendation that car pool incentives with preferential parking privileges be developed; and IT IS BY THE BOARD ORDERED that said recommendation is REFERRED to the County Administrator. PASSED by the Board on January 10, 1978. • 1 hereby certify that the foregoing is a true and correct Copp of an order is ed on the minutes of said Board of Supervisors on the dote aforesaid. cc: City of -Martinez Witness my hand and the Seal of the_Board of County Administrator Supervisors Public Works Director affixed this 10th day of January• 1978 �J J. R. OLSSON, Clerk Deputy Clerk Maxine M. Neufe d H-24 4/77 15m f)�):��4 FC ., 3 1977 ? r '� F,- CIVIC CENTER PLANNING & PARKING GROU D1 I .� s r !� 'J i� 6th Floor, Administration Building �} 651 Pine Street RECEIVED Martinez, California 94553 D Er PUBLIC WORKS DEPARTMENT DEC 29 1977 December 13, 1977 Re: Martinez Civic Center Planning & Parking Group J. R. OLSSON CLERK BOARD OF SUPERVISORS CON AA STA CO. Board of Supervisors County Administration Building P.O. Box 911 Martinez, California 94553 Gentlemen: The Civic Center Planning and Parking Group, appointed by the Martinez City Council and your Board to study, among other things, the County Civic Center Parking problem, has made considerable progress. It has : -----prepared an on-street parking program with the assis- tance of JHK Associates, Consulting Engineers. This program has been submitted to the City of Martinez for their consid- eration. -----upon receipt of information from BARTD, the committee considered the addition of transit bus service between Concord BART and Downtown Martinez. Because of the high annual operating costs and its minor effect on the demand on downtown parking, it was decided not to pursue this proposal at this time. -----reviewed County plans to develop additional parking in the vicinity of the Civic Center area, including lots on Green Street west of Las Juntas and on the Southern Pacific right of way east of Lz:s Juntas. -----advised the County Public Works Department in its revitalization of the County-employee ride pool program. All County employees whose work stations are in downtown Martinez have been encouraged, by two separate requests (accompanying the paycheck distributions) , to join in car pools. It is the Group's opinion that for car pooling to be successful, it must be continually encouraged. In this respect, preferential parking for car pools appears to be an easily implemented incentive. �lrcrof mcd ao rR Or er /.J Board of Supervisors -2- December 13 , 1977 The Group recommends that the Board of Supervisors authorize the development of car pool incentives, giving early attention to the granting of preferential parking privileges to car poolers. Your early attention to this recommendation would be appreciated by the Group. Very truly yours, Supervisor ancy Fa en District I M or James Krau e ayor of Martinez In the Board of Supervisors of Contra Costa County, State of California January 10 0119 78 In the Matter of Plan for DistributingSurplus Donated Food (SB 19 . Supervisor R. I. Schroder having advised that he had received a memorandum from Mr. C. L. Van Marter, Director; Human Resources Agency, transmitting a proposed plan for imple- mentation of SB 199 with respect to establishment of a food collection and distribution center; and On the recommendation of Supervisor Schroder, IT IS BY THE BOARD ORDERED that the aforesaid matter is REFERRED to the Finance Committee (Supervisors E. H. Hasseltine and N. C. Fanden) for review. PASSED by the Board on January 10, 1978. a 1 hereby certify that the foregoing is a true and cored copy of an order enkred on the minutes of said Board of Supervisors on the date aforesaid. cc: Board Committee Witness my hand and the Sed of the Board of Director, Human Resources S4,Pervisors Agency affixed thislOth day of J -nuaj v 1Pj� County Administrator J. J. R. OLSSON, Clerk Deputy Clerk Maxine M. Neuf Id H-24 4/77 15m 01 KX`1 Human Resources Agency cc: Supervisor Robert 1. Schroder Date January 6, 1978 CONTRA COSTA COUNTY IRECEIV To A. G. Will, County Administrator r4r A�� D:r JAN 10 1978 From C. L. Van Marler, Director, HRA J. R. OISSON MW SO�OFSIJ 15pR5 Subj IMPLEMENTATION OF SB 199 - F000 LITION In response to the request of the Finance Committee that HRA submit a plan to implement SB 199 regarding donation-of surplus food, we are attaching the requested plan and supplemental budget request. Senate Bill 199 allows.- 1 . llows:1 . A county to establish a surplus food collection and distribution.agency. 2. Provides tax incentives to food donors. 3. Exempts the County from any liability in operating the program pursuant to Section 58505 of the bill . We are requesting that the Board take the following steps which are necessary to implement the bill: 1. A Board Order officially establishing the Community Food Coalition of Contra Costa County, Inc., as the surplus food collection and distribu- tion agency for the County, pursuant to Section 58503 of SB 199. 2. The Board approve the donation of the refrigeration equipment by Safeway. Stores, Inc. to the Community Food Coalition, details of which are in the attached budget request. 3. Approve expansion of the program as per the attached budget request of an additional 512,625.00 in operating expenses and an outlay of $30,000 for relocating refrigeration equipment for a total expansion of £42,625. Senate Bill 199 requires storage facilities, refrigeration equipment and a 24-hour information center. No additional appropriation is required as requested funds are available from the Social Service Department categorical aid budget. An appropriation adjustment request to transfer the funds will be submitted if the Board approves the expansion. CLVM:gg Attachments: cc: R. E. Jornlin H. Reynolds - ' acrofiirned with board ad*r ' PLAN TO IMPLEMENT SB 199 The passage of Senate Bill 199 has given Contra Costa County legal authority to establish a food collection and distribution center. The Community Food Coalition is, to a certain extent, already providing this service to the County. However, we have reason to believe that SB 199 will greatly increase.. _ . = the amount of food donated by retail outlets, growers, and packers. Based - on the experience of the San Jose Food Bank sponsored by Economic and Social Opportunities,' Inc. , we feel that our present level .of food donation (approxi- mately $30,000 per year) could reach, at a minimum, $100,000 yearly. We are currently hindered in our desire to receive more donated food by a lack of ability to properly store such donations as are available. and lack of manpower. The Food Coalition has had talks with Mr. William A. Gross, Urban and Public Affairs Manager for Safeway Stores, Inc., in which he indicated to us that Safeway is anxious to aid the Food Coalition in the implementation of SB 199. Mr. Gross has promised us that, in addition to the three stores we now receive food from, we can expect to receive donations from the other 24 Safeway outlets in the County. We also should be able to receive donated items from the Richmond Distribution Center of Safeway Stores. Mr. Gross was also very sympathetic to our problems of storage and handling of donated food items. He indicated to us that Safeway would be able to donate camamarcial refrigeration equipment from their outlet at Ygnaccio Valley and Clayton Roads. This equipment, valued at $30,000, would enable the Food Coalition to safely store and distribute large amounts of perish- able goods which we presently must refuse. The generosity of Safeway would allow the Food Coalition to function on a scale that would greatly benefit the needy people of this county. The installation of the equipment offered by Safeway in a warehouse facility would enable the Food Coalition to effectively handle large ctnounts of donated food which would otherwise be wasted. With a warehouse facility, cold storage space, and one additional staff person, the Food Coalition could effectively implement Senator Nejedly's bill and see to it that food normally wasted goes to needy people in Contra Costa County. Intensive efforts will be made by the director to enlarge the number of companies who are in a position to donate food. In this way, we foresee a tremendous growth in the program over the next few years. This growth will allow us to offer more services to the aged and disabled and to - have an outstanding program. The Contra Costa Community and its various organizations are contributing in kind approximately 5150,000 of volunteer time, non-food items, food and monetary contributions and space. The various food pantries are enthusiastic about the program and, if necessary, will provide even more services. We have attempted to keep costs at a bare minimum and whenever possible will attempt to obtain necessary services free. Wrofilmad with board order Plan to. Implement S8 199 Page 2 We plan to utilize volunteers to go out to various farms to glean produce that would ordinarily go to waste. This will be possible because we will have the necessary refrigeration space. We will also be able to share other Food Coalitions' surpluses which we cannot do at present. We hope that the Board of Supervisors will look favorably on our request for additional funds. ES:gg • Revised 1977-78 Budget Allocation Effective February 1, 1978 to June 30, 1978 Organization Unit 5175, Food Coalition Code Description Present Allocation Requested _increase Total 1977/78 2/1/78 to 6/30/78 3.011 -Permanent Salaries $28.410 $4110 $32,520 Justification - The present staff of the Comtnmity Food Coalition (CFC) consists of an Executive Director,, a Driver Clerk and a Human Services Worker. At present, the demands on this staff are such that trade-offs are being made in order to save time. Being forced to make such trade-offs is impairing our current level of operation. The problem will become more acute with any attempt to implement S8 199 because our Executive Director will be required to spend even more time in attempting to organize community groups for gleaning projects and other activities. It will also be neces- sary to do a great deal of public relations Work with food processors and retail out- lets in order to interest thea in making food donations. The situation will require the present Driver-Clerk to function as an Administrative Assistant, responsible for the day-today operation of CFC. In order to accomplish this, he will need someone to work with him as a Driver-Clerk. The addition of one _ more person in a Driver-Clerk position will enable us to handle our present workload and build toward full scale implementation of SB 199. A CETA person could fill. this position if such a position was made available to the Food Coalition. If that cannot be done then we request a permanent position of Driver-Clerk be created. This budget request assumes that we will not obtain a CETA position. Code Descrintion Present Allocation Requested Increase __ Total 1977/78 2/1/78 to 6/30/78 1013 Temporary Salaries 0 0 0 A Driver-Clerk salary is presently charged to this account. The amount of this salary is in the permanent salary account as it is contemplated that the person will be a permanent employee after the position of Food Coalition Director is filled_ Code Description Present Allocation Requested Increase Total 1977/78 2/1/78 to-6/30/78 1042 FICA $1570 $270 $1,840 1044 Retirement Expense 2790 0 2,790 1060 Employee Health Insurance 1440 O 1,440 2100 Office Expense 300 150 450 S3 199 obligates the Food Coalition to publicize its activities to both providers and recipients. Additional cost is for printing of brochures, stamps and general expense due to increase is the amount of food dispensed. 00641 Code Description Present Allocation Requested Increase Total 1977/78 2/1/78 to 6/30/78 2110 Communication $540 $195 $735 To implement SB 199 we need a 24 hour answering service. The cost of the answering service-is $30.00 per Wroath plus a telephone company charge of $8.50 per month. All attempts will be made to have the answering service donated by an answering service company. If that is successful the cost will only be $8.50 per month for the tele- phone company charge. Code Description Present Allocation Requested Increase Total 1977 78 "2/l/78*to 6/30/78 2111 Telephone Exchange $300 0 $300 Service 2250 Rental of Equipment 0 $25 25 There is presently a charge of $21.09 against this account but no money was allocated to it in the original budget. This request allows for the past expenditure: „ Code Description Present Allocation Requested Increase _ Total 1977/78 2/1/78 to 6/30/78 2261 Occupancy Costs $3500 $5750 $9250 Rented Building Present expenditure is approximately $250 per mouth. In order to accomodate addi- tional food and equipment it will be necessary to obtain warehouse space of 3000 to 5000 square feet. Estimated rental is .25 per square foot but it might be possible to obtain cheaper space. Rather than underestimate costs we are requesting 5000 square feet at .25 per foot per month plus $250 per month for utilities and mainten- ance. Assuming present occupancy until February 1 - cost $1750 plus $7500 cast from February through June; we are requesting an additional $5750 for occupancy. The space requested should be in the Martinez area. Code Description Present Allocation Requested Increase Total 1977/78 2/1/78 to 6/30/78 2270 Repairs L service 0 $50 $50 Sixteen dollars has been charged to this account and no appropriation is in the present budget. The request for $50 remedies that. Code Description Present Allocation Requested Increase Total 1977/78 2/1/78 to 6/30/78 2361 Auto Mileage-Employees $660 $200 $860 Increase is due to new employee plus additional travel by the director in order to solicit donations and publicize program. 00642 In the Board of Supervisors of Contra Costa County, State of California January 10 . 19 2$ In the AAatter of Proposal for a Recreational Facility in the Sierra Foothills. Supervisor W. N. Boggess having noted that earlier the Board had received a report from the County Administrator with respect to disposition of the Weimar Medical Center, and having suggested that monies received as the County's share from the sale of this property be used to establish a recreational facility in the Sierra foothills for county residents, and therefore having recommended that the 1978 Internal Operations Committee (Supervisors W. N. Boggess and J. P. Kenny) review said proposal; and Board members being in agreement, IT IS ORDERED that the recommendation of Supervisor Boggess is APPROVED. IT IS FURTHER ORDERED that the Auditor-Controller be DIRECTED to establish a trust fund to be used to accumulate receipts (plus interest) from the sale of the Weimar Medical Center for the purpose of potential future acquisition on and development of a county recreation facility in the Sierra. PASSED by the Board on January 10, 1978. I 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 date aforesokL cc: Internal Operations Committee Woness my hand and the Seel of the Board of County Administrator Supervisors County Counsel affixed 10thday of January 1978 Public 'Works Director Attn: G. Derana County Auditor-Controller J. R. OLSSON, Clerk B Deputy Clerk Maxine M. Neufe d H-24 4/77 15m 00643 In the Board of Supervisors of Contra Costa County, State of California January 10 , 19 -a In,the Molter of Report on County Interest in Weimar Medical Center Property The County Administrator having submitted to the Board a letter dated December 30, 1977 furnishing background information . concerning the County' s investment and anticipated return on the sale of the Weimar Medical Center; IT IS BY THE BOARD ORDERED that receipt of aforesaid letter is ACKNOWLEDGED. Passed by the Board on January 10, 1978. 1 hereby certify that the foregoing is o true and carred copy of an Order 0M-1 on the minutes of said Board of Supervisors on the dote aforesaid. Orig: Administrator Witness my hand and the Seal of the Board of cc: County Counsel Supervisors Public Works Director affixed this loth day of Janr,ary__, 19-2jL_ Auditor-Controller a J. R. OLSSON, Ckrk B P i a %?CXJ� Deputy Clerk Patricia A. Bell H-24 4/77 15m ti C�ra Board of Supervisors County Administrator � �,J� �� Jamm P.Kenny County Administration Building. ist District Martinez, California 94553 Costa C. (415)372-4080 Dtistricandan Arthur G.Wil{ CWV KO 't' 'Od" County Administrator 3rd District Warren N.Soyoess 4th District Eric H.MasseNine 5th District December 30, 197 R L cT, = �+ L D - JAN 197$ J. wP°iS` Board of Supervisors aE�tc oow�o o iawlsplls Administration Building " DA " rA co. Martinez, CA 94553 Dear Board Members: Re: County Interest in Weimar Medical Center Property This report provides information which your Board from time to time has requested concerning the County's investment and anticipated return on the sale of the Weimar Medical Center. The number of counties participating in the ownership and operation of the Weimar Medical Center has changed often during the approximately 60 years since the joint county operation was first begun. Based upon available information, it appears that the initial land acquisition and construction of improvements in 1918 required the following capital outlays: Total Contra Costa Cost County Share Land (408 acres @ $20 per acre) : $ 8,160 $ 1,912.82 Improvements: 122,922 28,812.92 Total $131,082 $30,725.74 Additional expenditures were made during the intervening period to the present, as additional land was acquired (46+ acres) and further improvements made to the property, but factual infor- mation on these subsequent expenditures, and Contra Costa County's participation therein, apparently is not available. Payments toward the operational costs of the "Sanitarium" were made by the owning counties. The amount of payment by each county varied over time but was determined, generally, according to relative wealth Miaa ilflme d with board or&r 00645 Board of Supervisors -2- December 30, 1977 (assessed valuation) of the owning counties. Records relating to the operational costs of the Weimar Medical Center, and the Contra Costa County share in these costs, are not available. It is known, however, that Contra Costa County withdrew from the operational aspects of the Medical Center in 1958. A comprehensive examination, inventory and appraisal of the property was made in' 1975. The overall value of the land and improvements was established at not less than $700,000. A value of the related personal property was established at not less than $75,000. Contra Costa County claimed no interest in the personal property, since it had withdrawn from Center operations in 1958. The relative percentages attributable to land and improvements were then set as follows: Land, 40.625%; Improvements, 59.375%. The property was subsequently sold for a total sale price of $866,000. After deducting the value of the personal property ($78,727) , in which Contra Costa County did not share, commissions, and property taxes, the remaining proceeds due the owning counties totalled $747,086.53. Contra Costa County claimed a 23.44% interest in the proceeds, based upon the admittedly incomplete records available. The claim was, of course, contested by the other owning counties. After lengthy discussions and negotiations with representatives of the other owning counties, a compromise distribution formula was developed which recognized and acknowledged the Contra Costa County interest in the ownership of the property at the following percentages: Land, 22.690%; Improvements, 17.196%. Your Board and the boards of supervisors of each of the other owning counties approved this dis- tribution formula when the resolution of sale of the property was adopted. The Sacramento County Treasurer acts as Trustee for the owning counties in the sale of the Weimar Medical Center property. The buyer executed a 20-year Deed of Trust on February 11, 1976 at.. seven percent annual interest to the owning counties. Under the terms and conditions of sale, the buyer makes quarterly payments (approximately $12,272 each) over the life of the contract. Proceeds are distributed by the Trustee semi-annually to the owning counties. Contra Costa County has received $51,695 to date from the sale of the Weimar Medical Center property. These receipts were deposited in the General Fund as revenue under the "Sale and Use of Property" account. Unless the buyer elects to accelerate payment, Contra Costa County anticipates receiving its share of the remainder of the proceeds over the next eighteen years at a rate of approximately $10,000 annually, including interest. 0064 Board of Supervisors -3- December 30, 1977 In summary, Contra Costa County expended $30,726- for the Weimar Medical Center, has received $51,695 to date, and estimates that an additional $180,000 will be received over the next 18 years from the disposition of this property. Very truly yours, ARTHUR G. WILL County Administrator FF:lm cc: J. B. Clausen D. L. Bouchet V. L. Cline - 17i�QfQr� IN THE BOARD OF SUPERVISORS OF CONTRA COSTA COUNTY, STATE OF CALIFORNIA In the Matter of Reorganization of January 10, 1978 the Board. This being the time for reorganization of the Board of Supervisors, Mr. James R. Olsson, County Clerk (serving as Chairman pro tem) announced that he would accept nominations for Chairman of the Board for 1978; and Supervisor W. N. Boggess nominated Supervisor R. I. Schroder and said nomination was seconded by Supervisor E. H. Hasseltine. There being no further nominations, the Chairman declared the nominations closed and called for a vote on the nomination, which was as follows: AYES: Supervisors J. P. Kenny, N. C. Fanden, E. H. Hasseltine, and. W. N. Boggess. NOES: None. ABSTAIN: Supervisor R. I. Schroder. ABSENT: None. Thereupon Mr. Olsson declared Supervisor Schroder elected Chairman of the Board for 1978 and the Honorable Richard- Araanon, Presiding Judge of the Superior Court, administered the Oath of Office to Supervisor Schroder. Supervisor Schroder then called the Board, as reorganized, to order: PRESENT: CHAIRMAN R. I. SCHRODER, PRESIDING; SUPERVISORS J. P. WITNY, N. C. FAHDEN, W. N. BOGGESS, E. H. HASSELTINE. ABSENT: NONE. PRESENT: J. R. OLSSON, CLERK. Chairman Schroder then announced that he would accept nominations for Vice Chairman for the ensuing year. Supervisor Kenny nominated Supervisor Hasseltine for Vice Chairman of the Board for 1978. Supervisor Boggess seconded the nomination. There being no further nominations, Chairman Schroder declared the nominations closed and called for a vote on the nomination; which vote was as follows: AYES: Supervisors J. P. Kenny, N. C. Fanden, W. N. Boggess, R. I. Schroder. NOES: None. ABSTAIN: Supervisor E. H. Hasseltine. ABSENT: None. Chairman Schroder declared Supervisor Hasseltine Vice Chairman for the year 1978 and Judge Arnason administered the Oath of Office to Supervisor Hasseltine. cc: County Administrator CERTIFIED COPY 1 certify that this is a full, trete & comeet ceps at the M19fuai doenutent which is on file in my oM", mad that it was passed & adopted by the Board of gGOWt am of Conus Creta County, California, on the date Shown. ATTEST: Jr, R OLSSON, County Clerk E exo%�'r�ricte Clerk of Said Board of Supervisors, by D�t7LI Clerk. Alk 1p� � . ._._ oe JAN 1 1978 ._ ._ C ■ T^„T'tt^!r!!!!�■ ■al Ie1Tr'A �+�w .r.•-....�.� � ■ 1.-._ � %L.' In the Board of Supervisors of Contra Costa County, State of California January 10 , 19 78 In the Matter of Adjournment of Meeting in Respect to the Memory of Mr. Alan L. Bingham. Supervisor J. P. Kenny having expressed sincere regret over the untimely death on January 3, 1978 of Mr. Alan L. Bingham, a 20-year employee with the Alameda-Contra Costa Transit District and its General Manager for the past 10 years; and Supervisor Kenny having noted that in addition to being rec? ognized as a leader in the field of mass transportation, Mr. Bingham was also well known for his active role in community and civic affairs; and On the recommendation of Supervisor Kenny IT IS BY THE BOARD ORDERED that its official meeting this day is ADJOURNED at 11:30 a.m. in memory of Mr. Bingham, and the Chairman is AUTHORIZED to sign certificates of adjournment for transmittal to Mrs. Bingham and to the Board of Directors of the Alameda-Contra Costa Transit District. PASSED by the Board on January 10, 1978. 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. c.c. Supervisor Kenny Wiriness my hand and the Seal of the Board of County Administrator Supervisors affixed this lOtWay of January 19 78 I. OLSSON, Clerk By Geraldine Russell , Deputy Clerk H -24 3/76 Ism C;14 And the Board adjourns to meet on `1 a2 f l q7_ at 9. CLQ a . ��? . in the Board Chambers, Room 207, County Administration Building, Martinez, California. 4T. r er, _ rman ATTEST: J. R. OLSSON, CLERK Deputy SUMMARY OF PROCEEDINGS BEFORE THE BOARD OF SUPERVISORS OF COIN RA COSTA COUNTY, JAINUARY 10, 1978, PREPARED BY J. R. OLSSOid, COuiiY CLERK AND EK-OFFICIO CLERK OF THE BOARD. Approved personnel actions for Auditor-Controller and Civil Service. Approved appropriation adjustments for Sheriff-Coroner and internal adjustments not affecting totals for Medical Services, Public Works, and District Attorney. Denied amended claim for damages filed by J. Buford and the application of E. Stanley to present a late claim. Declared certain county-owned laundry equipment as surplus and authorized Purchasing Agent to sell same. Fixed Feb. 14 at 10:45 a.m. as the time for decision on the dissolution of the Transportation Advisory Committee. Authorized Director, Human Resources Agency, to submit a Letter of intent to the State Department of Education prior to submitting a formal application for continued funding to operate the County's Child Development Nutrition Education Project for FY 1978-79. Acknowledged receipt of report from County Administrator relative to the County's investment and anticipated return on the sale of Weimar Medical Center. Confirmed terms of office for representatives on the Hoard of Directors of Eastern Contra Costa Transit Authority. Declared intention to continue hearing on appeal of J. Lucas and G. Winberg from Orinda Area Planning Commission denial of MS 208-77, Orinda area, to Feb. 21 at 11:05 a.m. Authorized Director, Human Resources Agency, to execute Subgrant Modi- fication Agreements with certain CE'TA Title VI PSE Project and Sustainment Program Subgrantees in order to reprogram CETA funds in accordance with Department of Labor regulations. Determined utility easement rights for the following: MS 175-77, Byron area; Sub. 4999, Danville area; Sub. 5189, San Ramon area; and Sub. 51121, Walnut Creek area. Accepted as complete construction of private improvements in M 31-77, Diablo area, and 168-76, Walnut Creek area. Authorized Public Works Director to execute Deferred Improvement Agree- ments with H. and bellows for Sub. 5028, Walnut Creek area, and with J. Richardson, et al, for 2•:3 116-77, Walnut Creek area. Awarded contract for Detention Facility Electrical, including Alternate D. ?Martinez, to C. Ernst, Inc. 69951 January 10, 1978 Summary, continued Page 2 Rescinded Offer of Dedication_ for Roadway Purposes and accepted Offer of Dedication. for Drainage Purposes, for recording only, from R. Edwards, et al, IDIS 70-77, El Sobrante area. Accepted Relinquishment of Abutters' rights and Offer of Dedication for roadway Purposes for recording only from B. and R. Helms, in connection with MS 138-77, Oakley area. Accepted instrument from J. Brennan for 14S 188-77 and instruments for recording only from American Baptist Church of the Valley, Sub. 4943; M. Honegger, et al, MS 67-77; j. Mapes, et al, LUP 2067-77; and J. Richardson, et al, INIS 116-77. Approved recommendations of the Finance Committee (Supervisors R. 1. Schroder and J. P. Kenny) on management alternatives for Medical Services including proposal for establishment of an Enterprise Fund. Referred to Director, Human Resources Agency, letter from Association of Bay Area Governments advising that ABAG is giving to this County the cardiopulmonary resuscitation equipment previously leased as training aids. Authorized Chairman to execute: Agreements for construction of private improvements in NIS 22-77, Kensington area, and 20-77, Alamo area; Contract with Community Health Care Services for County Medical Services laundry service; Contract with State Economic Opportunity Office for supplemental funds for the Community Services Administration Weatherization program; Contract with B. Fielding for Medical Services staff consultation and instruction in "Mental Health Problems Associated with Aging"; Cotract Amendment with Home Health & Counseling, Inc. to increase funds for the Pittsburg Nutrition Project; Lease with Duffel Financial & Construction Co. for certain premises in Concord for occupancy by the justice Automated Assistance Committee; Certificate of Commendation to R. La Pointe, Mayor of Concord, for his service to the community; As Ex-Officio the Governing Board of County Sanitation District No. 15, authorized Chairman to execute agreement with Willow Mobile Home Park for the construction of water supply and sewerage facilities for LUP 258-71, Bethel Island area. As Ex-Cfficio the Governing Board of County Sanitation District No. 15, accepted Grant Deed and various easements from the Willow Mobile Home Park, LUP 258-71, Bethel Island area. Accepted resignation of E. Baldocchi as a Director of the Contra Costa Resource Conservation District, referred memorandum from County Counsel citing procedures of Government Code Section 1780 relating to filling vacancies mor unexpired terms for said District to the remaining members, and authorized Chairman to execute a Cert__ficate of Aotreciation to Mr. Baldocchi. - � Referred to Courcy Administrator: Progress report from Civic Center F1a-LL ing a Parking Group on Civic Center parking problem and recommending development of car pool incentives with preferential parking privileges; and letter from County juvenile 0 C ?_ January 10, 1978 Summary, continued page 3 Justice Commission and Delinquency Prevention Commission relative to Federal disapproval of the Juvenile ��ustice and Delinquency Prevention Act component of the California Comprehensive Plan for FY 1978. Directed County Administrator to send a letter to the Governor com- menting favorably on proposed augmented mental health funding and his recognition of the need for property tax relief. Referred to Director of Planning letter from U.S. Department of Housing and Urban Development relating to establishment of goals for involvement of minority-owned business enterprises in the Community Development Block Grant Program. Approved recommendations of Finance Committee as follows: Instructed County Administrator to examine feasibility of adopting final budget prior to July in conjunction with other changes being made in the budget process; Directed Clerk to list on agenda for Committee report on Jan. 24 proposal of Richmond City officials for construction of a courts building rather than welfare building in downtown Richmond; Directed Clerk to list for Board consideration on Jan. 17 proposal for submittal of funding application pertaining to unplanned pregnancies among teenagers utilizing peer education approach; Authorized Sheriff' s Dept. and Public Works Dept. to clear accepta- bility of the relocatable detention facility for sentenced women at the site of the Women' s Minimum Security Facility in Richmond with appropriate state and local officials; authorized Public Works Dept. to prepare plans for site work and utility improvements, and authorized five additional Deputy Sheriff positions for staffing the facility. Adopted the following numbered resolutions: 78/19 through 78/31, authorizing changes in the assessment roll and cancellation of certain penalties and fees; 78/32, fixing Feb. 9 at 2 p.m. as time to receive bids for construc- tion of the new Kitchen/Dining Hall Facility, Sheriff's Rehabilitation Center, Clayton area; 78/33, fixing compensation of Juvenile Court Referees and of Family Law Commissioner at 755o of the salary of a Superior Court Judge and clari- fying applicable benefits; 78/34, approving Final Map of Sub. 5028, Walnut Creek area; 78/35, approving Final Map of Sub. 4829, Walnut Creek area; 73/36, approving Final Map of Sub. 5238, Walnut Creek area Reappointed The Reverend A. H. Newman to the Civil Service Commission, representing District I, for a four-year term. Appointed R. Hogstrom to the County Drug Abuse Board, representing District IJ, to fill the unexpired term of L. Feley. Extended the terms of office of the Citizens Advisory Committee for CSA R-6 one year longer than what was previously established. As Ex-Officio the Governing Board of the West County Fire Protection District, appointed M. Hagen "Co the Board of Commissioners of the District, replacing R. Myers. � g��3 January 10, 1978 Summary, continued Page 4 Referred to Finance Committee the plan and recommendations of the Director, Human Resources Agency, with respect to implementation of SB 199-- donation of surplus food. Adopted Ordinance No. 78-4 rezoning land in the Alamo area (applica- tion. of L. �azmir�, 2174-RZ) and No. 78-5 repealing Title Dlo. 9 (Subdivision Crdinance) and reenacting same in amended form to conform to State Subdivision Mao Act. Adopted Urgency Ordinance No. 78-6 amending the County Ordinance Code to reduce the required minimum age of ambulance drivers from 21 years to 18 years for conformance with State law, as recommended by the Health Officer and Human Resources Director. Fixed Feb. 7, 1978 at 11 a.m. for hearing on appeal of Gary Green et al from San Ramon Valley Area Planning Commission approval of MS 192-77, Alamo area (I. Almquist, owner) . Approved refund of park dedication fee paid by S. Young. Referred to Internal Operations Committee (Supervisors W. N. Boggess and J. P. Kenny) proposal for establishment of a recreational facility in the Sierra foothills for use by County residents, said facility to be funded from money received from sale of Weimar property; authorized County Auditor-Controller to establish a trust fund for money received from sale of ' Weimar property. Adopted Resolution - o. 78/37 authorizing the Retirement Board of the Employees Retirement System to contract for legal services from outside attorneys when it determines, after consultation with County Counsel, that the County Counsel cannot provide it with legal services due to a conflict of interest or other compelling reason. As Ex-Officio the Governing Board of Riverview Fire Protection District, reappointed H. Stitt as a Commissioner of said District for a 4-yr. term. Appointed J. Oliver (replacing F. Arata) and reappointed I. Kipp to the Citizens Advisory Committee for CSA D-3. Reappointed F. Ezra to Citizens Advisory Committee for CSA M-8. As Sx-Officio the Governing Body of the County Flood Control and Water Conservation District Zone 1, appointed R. Miles to the District Advisory Board (replacing R. Emerson). Appointed D. Lewis to the County Drug Abuse Board (representing District V) to fill the unexpired term of N. Cox. As Ex-Officio the Governing Body of the County Flood Control and ;later Conservation District Zone 2, appointed J. Stornetta to District advisory Board (replacing R. Mygrant) . Approved actions taken by Overall Economic Development Committee with respect to terms and membership of said committee. Appointed H. Sturm to the O.--.DP Committee (representing District V) . January 10, 1978 Summary, continued Page 5 Reorganized the Board and elected Supervisor R. I. Schroder as Chairman and Supervisor B. H. nasseltine as Vice Chairman for the year 1978. Appointed Supervisors E. H. nasseltine and N. C. Fanden to the Finance Committee and Supervisors W. Boggess and J. F. Kenny to the Internal Operations Committe mor the calendar year 1978. Appointed Supervisors to various agencies as follows: Supervisor Kenny to the Alameda/Contra Costa County health Systems Agency Governing Board; Supervisor Fanden to the Mental health Advisory Board in the Chairman' s stead; Supervisor Boggess to the Contra Costa Medical Services Joint Conference Committee, East Bay Emergency Medical Services Governing Board, and as an alternate to the Local Agency Fomation Commission; Supervisor 'iasseltine to the Executive Committee of the Association_ of Bay Area Governments; Supervisor Schroder to the Metropolitan Transportation_ Commission. Designated the Supervisor of the 5th District as the "Continuing" Alternate for the Chairman of the Board of Supervisors on the Board of Directors of Contra Costa County Sanitation District No. 7-A. Confirmed Supervisors and their alternates as representatives on the Economic Opportunity Council for the remainder of the FY 1977-78. Adjourned meeting in memory of A. Bingham, General Manager of the Alameda/Contra Costa Transit District.