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HomeMy WebLinkAboutMINUTES - 10201998 - D7 LJ. BOARD OF SUPERVISORS OF CONTRA COSTA COUNTY,CALIFORNIA Adopted this Resolution on October 20, 1998, 1998,by the following vote: AYES: SAxrAs s Wlke , Galber, D Sa flriier, Cariardlla, anti Rogers NOES: Nonta ABSENT: Nom ABSTAIN: Now RESOLUTION NO.981537 SUBJECT: Tabulating Ballots, Confirming Assessments for Weidemann Ranch Geologic Hazard Abatement District,and Ordering Authorization.and Collection Thereof The Board of Directors of the Weidemann Ranch Geologic Hazard Abatement District,RESOLVES THAT: 1. On September 1, 1998,the Board of Supervisors of Centra Costa County,adopted Resolution No. 981441,approving the formation of the Weidemann Ranch Geologic Hazard Abatement District ("GHAD or District")for the Weidemann Ranch project,and appointing itself to act as the Board of Directors of the GRAD. 2. In Order to defray the costs and expenses of maintaining and operating the GHAD improvements,it is necessary to provide for a reliable source of GRAD funding. 3. Public Resources Code sections 26600 et seq. authorize,after a noticed hearing,the levy and collection of an assessment upon benefited property within the GHAD to pay for the maintenance and operation of CHAD improvements. Article IIID of the California Constitution imposes additional requirements for the levy and collection of such an assessment. 4. On September 1, 1998,pursuant to both Public Resources Code section 26650 et seq. and Article XIIID of the California Constitution,the Board adopted a Resolution of Intent to Order an Assessment for the Weidemann Ranch Geologic Hazard Abatement District,and Setting a Public Hearing to consider all Protests Against Said Assessment(Resolution No.98/441). 5. Resolution No.98/441 declares the Board's intention,consistent with the requirements of Article XIIID of the California Constitution,to order that the costs and expense of maintaining and operation of the CHAD improvements shall be assessed against the property with the GHAD. 6, Resolution No.98/441 declares the Board's intention to assess against the property within the CHAD,all or a part of the amounts set forth in the Engineer's Report,attached to the Resolution as Exhibit B,and prepared pursuant to the provisions of both Public Resources Code section 26651 and Article XHID, Section 4 of the California Constitution. 7. Resolution No.98/441 states that the Board will conduct a public hearing(the"Public Hearing") on October 20, 1998 at 2:00 p.m. in Room 107 of the Board of Supervisors' Chambers,651 Pine Street,Martinez,California 94553. 8. Resolution No.98/441 directs the Clerk of the GRAD to deliver all the Assessment Ballots received from record owners of the parcels within the GHAD boundaries to the Board prior to the start of the Hearing. The Resolution states that the Board will then consider all protests against the proposed assessment and tabulate the Assessment Ballots. The Resolution states that in tabulating the Assessment Ballots,the Assessment Ballots shall be weighted according to the proportional financial obligation of the affected property. The Resolution states that the Board shall not impose the assessment if there is a majority protest. The Resolution states that if there is no majority protest,the Board will authorize the assessment. WHEREFORE,THE BOARD OF DIRECTORS HEREBY RESOLVES,FIND,CERTIFIES AND ORDERS THAT: I. The Public Works Director provided notice of the Public Hearing as described above in accordance with Public Resources Code section 26552 and Article XIIID of the California Constitution. 2. The Hearing was held before this Board on October 20, 1998 at 2:00p.m.at the Public Hearing, the Board heard and considered any and all protests to the proposed assessment. At the Public Hearing,the Clerk of the GRAD delivered to the Board all the Assessment Ballots received from record owners of the property within the CHAD. The Board tabulated the ballots and weighted them according the proportional financial obligation of the affected property. The Board then closed the Public Hearing. 3. Based upon the tabulation of the Assessment Ballots,the Board finds that there is not a majority protest. Therefore,the Board is authorized to levy the proposed assessment under Public Resources Code section 26553 and Article X111D,Section 4 of the California Constitution. 4. The Board hereby orders that the costs and expenses of maintaining and operating the GHAD improvements shall be assessed against the property within the CHAD. 5. The Board further confirms the assessments,as set forth in the Engineer'sReport,and orders that the amount of the assessments against each parcel of property within the GHAD shall be as provided in the Engineer's Report. 6. The Board further orders that the amounts set forth in the Engineer's Report shall be assessed against residential parcels within the CHAD boundaries beginning the first fiscal year following recordation of a final map for such parcel. 7. The Board further orders that the assessments shall be levied and collected in the following manner: (a) The Clerk of the Board shall cause to be recorded a notice of assessment,as provided for in Section 3114 of the California Streets and Highways Code,whereupon the assessments shall attach as a lion upon the property,as provided in Section 3115 of the Streets and Highways Code. (b) Thereafter,the assessments shall be payable at the same time and in the some manner as general taxes on real property within the GRAD are payable. (c) All funds generated by the assessments,and all interest earned on the assessments,shall be segregated,and deposited in a separate account for the exclusive benefits of the GHAD,and shall not be deemed at any time to constitute funds credited to the County Treasury. 1 hereby certify that this is a true and correct copy of an action taken and entered on the minutes of the Board of Supervisors on the date shown. ATTESTED: PHIL BATCHELOR, Clerk of the Board X,,�,,,,r„ ,� of Supervisors and County Administrator By ca � { Deputy i /6. UMlrr.Warr.}Yue,ui Resolution No.981 537 PUBLIC WORKS DEPARTMENT CONTRA COSTA COUNTY DATE: October 20, 1998 TO: Board of Supervisors FROM; J. Michael Walford,Public Works Director SUBJECT: Results of the Ballots Cast in the Proposed Assessment of the Weidemann Ranch Geologic Hazard Abatement District(GHAD) 1,J. Michael Walford,Public Works Director for the County of Contra Costa, State of California., having canvassed the return of all votes cast in the proposed assessment of the Weidemann Ranch Geologic Hazard Abatement District(GHAD)do hereby certify the following to be a full,true and correct Statement of Results of all votes cast on the following measure: Weidemann Ranch Geologic Hazard Abatement District Annual Assessment YES 2 NO 0 I further certify that the total number of ballots cast in the proposed assessment of Weidemann Ranch Geologic Hazard Abatement District at said election was two(2)and attached hereto are the total ballots received for and against the assessment. Dated the 20th day of October, 1998 ASSESSMENT BALLOT Assessor's Parcel Number or Property Description: See attached local description of property comprising 73 residential lots of the'Weidemann Ranch project. Record Owner- Wiedemann Ranch, Inc. Address: 2303 Norris Canyon Road San Ramon, CA 94.5£33 Yes I approve the proposed annual assessment described in the PP attached Notice on the property identified in this Assessment Ballot. No, I do not approve the proposed annual assessment described in the attached Notice on the property identified in this Assessment Ballot. (;IggZne of Record. Owner.Authorized Representative of the Above-Identified Property Mail or Deliver Assessment Ballot to: Public Works Department 255 Glacier Drive Martinez, CA 94553 .1 j\WPD\MI LSW\S25RuI\NOTICES�WDM...BI.T.90I EXHIBIT "A f� PORTION OF LOTS 1 &•2;ALL OF LOTS 3 AND 4; PORTION OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4;THE WEST 1/2 OF THE SOUTHWEST 1/4;THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4;ALL IN SECTION 21 TOWNSHIP 2 SOUTH RANGE 1 WEST,MOUNT DIABLO EASE � AND MERIDIAN;LOTS I AND 2;PORTION OF THE SOUTHWEST 114 OF THE NORTHEAST 1/4,THE WEST 1/2 LYING WITHIN CONTRA COSTA COUNTY, ALL IN SECTION 28 IN TOWNSHIP 2 SOUTH,RANGE I WEST,MOULT DIABLO MASE AND MERIDIAN;ALL IN CONTRA COSTA COUNTY,CALIFORNIA DESCRIBED AS FOLLOWS: BEGINNING AT THE MOST NORTHWESTERN CORNER OF PARCEL D AS SAID PARCEL D 19SHOWN-AN D 80 DF.910NATOD ON THE MAP RECORDED IN BOOK 41 OF PARCEL MAPS AT PAGE 21 FILED DEC. 51975 IN THE OFFICE OF 71.1E CONTRA COSTA COUNTY RECORDS:T1-IENCE FROM SAID POINT OF BEGINNING ALONG THE WESTERN LINES OF SAID PARCEL D THE FOLLOWING SDC(6)COURSES: 1)SOU`TT102°42`27"WEST 2604.71 FEET;2) NORTH 91045'00" .EAST 2705.98 FENT;3)SOUTH 01'3446" WEST 2158.90 FEET; 4)SOUTH 87°45'45"EAST 419.25 FEET;5)SOUTH 46°17'50"EAST 497.78 FEET, AND 6)NORTH 112°07'42" FAST 1876.48 FEET TO THE MOST NORTT-WFFSTF.RN CORNER OF SAID SECTION 28;THENCE ALONG THE WESTERN LINE OF SAID SECTION 28 SOUTH 00°48'53"WEST 2045.98 FEET TO A POINT ON THE NORTHEASTERN BOUNDARY LINE OF ALAI DA COUNTY;THENCE ALONG SAID(NORTHEASTERN LINE T14E FOLLOWING FOUR(4)COURSES:-1)SOUIV 46°17'50"EAST 251.29 FEET;2)SOUTH 68007'50"EAST 2244.19 FEET; 3)SOUTH 7805002"EAST 56.11 FEET,ANIS 4)SOUTH 80°32'34"EAST 289.68 FEET TO A POINT ON THE EASTERN T.TNE OF SAID WEST 1/2 OF SECTION OF SECTION 28;THENCE ALONG SAID EASTERN LINE NORTH 00001'12"FAST 406.19 FEET TO THE MOST SOUTHWESTERN CORNER OF SAID SOUTHWEST I/4 OF THE NORTHEAST 1/4 OF STICTION 28;THENCE ALONG THE SOUTHERN LINE OF SAID SOUTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 28 AND ALONG TETE SOUTHERN LINE OP SAID LOT 2 Ot,SUCTION 28 SOUTH Br5T05" CAST. 2655.26 FRET TO THE MOST SOUTHEASTERN CORNFR OF SAID LOT 2; THENCE ALONG TI-M EASTERN LINE OF SAID L.OT 2 AND ALONG TI E WESTERN LINE OF THAT CERTAIN RECORD OF SURVEY MAP AS SAID MAP IS R1~CORDRD 1N BOOK 52 OF LICRNSED SURVEYORS MAPS A'1'PAGE 18 FILE IN SAID CONTRA COSTA COUNTY RECORDS NORTH 2603675"WEST 8986.161'EUT TO'1'1113 MOST NORTHP33ASTERN CORNER Or SAID LOT 1 OF SECTION 21;THENCE ALONG THE NO TI TERN LINE OF SAID LOT I OF SECTION 21 NORTH 89°04'30" WEST.1TO*FEET TO THE MOST NORTHEASTERN CORNER OF SAID PARCEL D(41 PM 21);THENCEALONG THE NORTHERN TINE OF SAID PARCEL D(41 PM 21)SOUTH 80°58'36" WEST 195.06 FEET;THENCE LEAVING SAID NORTHERN LINE SOUTH 84"01'04"'EAST 1 y• ;.... .......... .. .. .. ....... .. ...... 144.12 FEET.THENCE SOUTH 72020'29",EAST 165.31 FEET.THENCE SC3UTI-I 59°3244€1" FAST 135,66 I'EE 1;THENCE SOUTH 49{93229' EAST 133.95>FEET; '11111INC E SOUTH',31)°01'45" EAST 148.34 FEET;THENCE SOUT1-128°10,00"L'AS1. 124.04 FEET;THENCE SOUTH 154247" EAST 99.36 FEET;T14ENCE SOUTH 62"11146" EAST 153.73 FEET;THENCE SOUTH 38°53131" EAST 132.24FEET; `!"HF.NCF SOUTH 46008142"EAST 91.77 FEET,THENCE SOUTH 30°28111" {RST 186.58 FEET:THENCE SOUTH 45°3743"WEST 86.83 FEET;THENCE SOUTH 550071511 WEST 111.32 FEET;THENCE NORTH 78038'44"WEST 77.37'FEET; THENCE SOUTH 27022 14" WEST 172.82 FEET;THENCE SOUTH 21*38'18" WEST 97-54 FEET;THENCE SOUTH 15°41138" WEST 86.27 FEET;THENC13 SOUTH 139#'45'47" WEST 87.11 FEET.THENCE SOU'T'H 03°49107" WEST 86.63 FEET; THENCE SOUTH 02°16'04" DST 86.26 TW'EE'T`;THENCE SOUTH 05"48`40 RAST 165.75 FELT;THENCE SOUTH 55°19'06"EAST 27.31 FEET;THENCE NORTH 79°10 8"EAST 32L,58 FEET:-TtiENC;E SOUTH.0701927"EAST 279.18 FEET; Tl IRNCIs SOUTH 24003'54" WEST 157.61 FRET;TI-M..NCE NORTH 55°13'28"'WEST 50.89 FEET;THENCE NORTH 5511 13128"WEST 139.22 FEET;THENCE.ALONG THE ARC OF A.NON-TANGENT 45.00 FOOT RADIUS CURVE TO THE RIGHT THE CENTER OF WHICH HEARS NORTH 55"1312811 WEST THROUGH A CumrR.A.L.ANGLE OF 64°32'04" AN ARC DISTANCE OF 54.61 FEE` ,THENCE SOUTH 12039'55"FAST 152.91 FEET;THENCE SOUTH Ir39155 EAST 50,19 FEET;THENCE SOUTH 82°15130" WEST 99.45 FEET;THENCE SOUTH 70°'18'45" WEST 56.43 FEET:`;THENCE SOUTH 13041'29" WEST 157.23 FEET;THENCE NORTH 67"4('17" WEST 50.57 FuET;THENCE NORTH 617°40117" WEST 169.39 FEET, THENCE ALONG THE ARC OF A NON-TANGENT 722.00 FOOT RADIUS CURV - TO T14E RIGHT"THE CENTER OF WHICH BEARS NORTH 6x40'17" WEST THROUGH A CENTRAL ANGLE OF 08°00'13" AN ARC:DISTANCE OF 100.86 FRET;THENCE SOUTH 59°40'04" HAST 211.00 M.F.T.THRNCR SOUTI1 34`57'26" WEST 138.44 FEET;THENCE SOUTH 42844'04"WEST 140.95 FEET; THENCP MOUTH 53°135'501- WPM 16.10 F11ET;THENNCF SOUTH 52011%WEST 124,04 FEET; THENCE SOUTH 56"31117" WEST 102.07 FEET;THENCE SOUTH 51°34'43" WEST 88.85 FEET;THENCE SOUTH 46*1913211 WEST 88.71 FEET; ,ri-IENC'.E SOUTI 141°04'72 WEST 88.71 PEET;TfIENCE SOUTH 35°49111" WEST 33.78 FEET.THENCE SOUTH 760575211 WEST 75.99 FEET;THENCE NORTH 561 r 48'24" WEST 160.00 FEET;THENCE ALONG THE ARC OF A NEIN-TANGENT 1178.00 FOOT RADIUS CURVE TO THE LL1''i'THIS CENTER OF WHICH BEARS SOUTH 56'49'24-EAST THROUGH A CENTRAL ANGLE OF 03856137 AN ARC: DISTANCE'01'8 1.08 FE1 l`TO A POINT OF REVERSES CURVATURE;TRENCH ALONG THE ARC OF A 672.00 FOOT RADIUS CURVE TO TI-TH RIGHT THROUGH A CENTRAL ANGLE OF 19007'46"AN ARC; DISTANCE OF 224.36 F E> 1%THENCR N'OR7rH 41-3715" WEST 52.110 FEET;THENCE NORTH 41-37-15" WEST 160,00 FLET;THENCE SOUTH 51 009'02" WEST 104.94 Ft E"1'TTIMCF. SOUTH 45°10'21" WEST 115.33 FEET;THENCE SOUTH 37°17158" WES7 170.34 FEET;THENCE SOUTH 26103000" W EST 165.87 FEET; THENCE SCD)-M 14*59/32" WEST 211.961=FRT;T1IENCE ALONG THE ARC OF A NEIN-TANG 3NT 220.00 FOOT RADIUS CURVE TO THE RICHT THE CENTER OF WHICH BEARS NORTH 2 02040146"EAST THROUGH A CENTRATi ANGLE OF 42*48'30"AN ARC DISTANCE OF 164.37 Fk6I';TMENCE NORTH 45°58'07" EAST 132.73 FEET, THENCE NORTH °44'29"EAST 88.07 FEET;THENCE NORTH 2$0$4425"EAST 123.04 FEET;THENCE NORTH 11°2414"FAST 150.12 FEET;THENCE NORTH 88°24'46" WEST 160.00 FEET;'THENCE NORTH 88°2446"WEST 52.00 FEET; THENCE ALONG TIME ARC OF A NON-TANGENT 228.00 FOOT RADIUS CURVE TO THE LEFT THE CENTER Or WHICH HEARD NORTH 88.24N46"WEST THROUGH A CENTRAL ANGLE OF 09014VI9" AN ARC DISTANCE OF 35.11 FEET;'W.NCF.SOUTH 75°55'08"WEST 205.00 FELT;THENCE NORTH 42055156" WEST 76.52 FEET:THENCE NORTH 30006128" 'VEST 9959!.rssT/THENCE NORTH 87.31109" WEST 197.51 FEET;THENCE NORTH 78°16'59"WEST 118.S5 rl3i3T;THENCE NORTH 65059'24" WEST 146.59 FEET;T 14ENCE NOR!rH 2905911 V WEST 193.77 FEET;THENCE NORTH 4902443"WEST 148.47 FEET.THENCE NORTH 13'43'36".:EAST 181.10 FEET;THENCE NORTH 01°00'29"WEST 96.45 FEET;THENCE NORTH 05°39'21" r.AST 199.61 FEET;THENCE NORTH 43°28'06" EAST 19.+64 PEET;THENCE ALONG THE ARC OF A NON-TANGENT 140.04 FOOT RADIUS CURVE TO THE RIGHT THE CE'NT'ER OF WHICH BEARS NORTH 43028'06" EAST THROUGH A CENTRAL ANGLE OF 590081381"AN ARC DISTANCE OF 144.52 FEET;THENCE NORTH 18°25'40" EAST 217.12 FEET, THENCE NORTH 18°25'40"EAST 64.56 FEET;THENCE NORTH 34°(33'27"WEST 83.36 I'LL•"T;NORTH 14°42'57" EAST 139.46 FEET;NORTH 31°53'28"RAST 71.65 FEET; THENCE NORTH 66.1622"WEST 26132 FEET;THENCE ALONG THE ARC OF A NON-TANGENT 273.00 FOOT RADIUS CURVE TO THE RIGiff THE CENTER GF WHICH BEARS NORTH 2V17'24"WEST THROUGH A CENTRAL ANGLE OF 61050'18" AN ARC DISTANCE OF 294.64 FE'E'T":THENCE NCIRTI 1 31007'57"EAST 48.01 FEET;THENCE ALONG THE ARC Or A NON-TANGENT 374.00 FOOT RADIUS CURVE TO THE LEFT THE CENTER OF WHICH BEARS SOUTH 32022TOO WEST THROUGH A CENTRAL ANGLE OF 25°16'41"AN ARC DISTANCE OF 165.00 FEET;THENCE NORTH 8215442"WEST 248.71 FEET; THENCE ALONG THE ARC OF A 344.00 TOOT RADIUS CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 07°12'21"AN, ARC DISTANCE OF 43.26 IiL"•ET TO A POINT ON THE EASTERN LINE OF PARC8L C(41 PM 21),0 THENCE ALONG THE EASTERN,SOUTI 113RN AND WESTERN BOUNDARY LINES OF SAID PARCEL C THE- FOLLOWING THREE(3)COURSES:. 1)SOU'T'H 26°09'21" WEST 117.25 FEET 2).NC.WrH 63°50'39"WEST 555:69 FEET AND 3)NOR`n4 04°41'18"FAST 372.03 FEET TO A POINT ON THE SOUTHERN LINE OF PARCEL A(41 IM 21); `1If'NC1s ALONO THE SOUTHERN AND WI.-STL:RN L1N]"'s O SAID PARCEL A THE POLLOWING TWO(2)COURSES: I)NORTH 64026'50" WEST194.64 FEETAND AND 2)NORTH 43.35"08"EAST 273.47 FEET;THENCE NORTH 43°35'08" EAST 0.60 FEET,THENCE ALONQ THE ARC OF A NON- TANGENT 187.00 FOOT RADIUS CURVE TO THE RIGHT THE CENTER OF WHICH BEARS NORTH 52*01144" EAST THROUGH A CENTRAL ANGLE 9°29'36" AN ARC DISTANCE OF 30.98 FEET TO A POINT OF COMPOUND CURVATURE; THENCE ALONG THE ARC OF A 87.00 FOOT RADIUS CURVE TO THE RIGHT 3 _ ....... ........................... _. ..... a THROUGH A CENTRAL ANGLE OF 16000'09"AN ARC DISTANCE OF 24.301{S T TO A POINT ON THE NORTHERN LINE 7017 SAID PARCEL A(41 PM 21); I'l IENC'E ALONG SAID NORIli MN LINO SOUTH 91022'40" WEST 1559.24 FEET TO THE POINT OF BEGINNING ANIS CONTAINING 827.44 ACRES OF LAND MORE OR LESS, 80074A REMAINVEK TO WIVORa ANN(WA)UT TJ IE USTaR's urs 4 ASSESSMENT BALLOT Assessor's Parcel Number or Property Description. See attached legal description of property comprising 290 residential lots of the Wiedemann Ranch project Record Owner: Toll Bros., Inc. Address: 1501 Bollinger Canyon Road, #B San Ramon, CA 94583 Yes, I approve the proposed annual assessment described in the attached Notice on the property identified in this Assessment Ballot. No, I do not approve the proposed annual assessment described in the attached Notice on the property identified in this Assessment Ballot. do gn ure of Ftecor Owner r' d �Yes entative of the Above-Identified Property Mail or Deliver Assessment Ballot to: Public Works Department 255 Glacier Drive Martinez, CA 94553 CACORU"" "doffsnn Rm WtAToSl1ASSSSWF-W SAL LOT.doo LEGAL DESCRIPTION PARCEL I ALL OF PARCHI,"C"'AS SAID PARCEL"C"IS SHOWN AND.SO DESIGNATED ON THE MAP ENTITLED"PARCEL MAP SUBDIVISION MS 108-86".CONTRA COSTA COUNTY, CALIFORNIA RECORDRD IN LOOK 133 OF PARCEL MAP AT PAGE 8,FILER IN THE RECORDERS OFFICE OF THB CONTRA MRTA COUNTY. IhARCRL 2 PORTION OF PARCELS A,B.C AND D AS SAID PARC.'1~sLS ARE SHOWN ANT)SO DFISIGNATED ON THE MAP ENTITLED "PARCEL MAP SUBDIVISION MS 135-14", CONTRA COSTA COUNTY,CALIFORNIA,RECORDED IN BOOK 41 OF PARCEL MAPS AT FACIE 21.FILED IN THU O1~'F1CR OF THE CONTRA COSTA COUNTY RECORDS PORTION OF THE NW 114,NE 114 AND SE 1/4 OF SECTION 20;PORTION OF LOTS 1.2&3 OF SECTION 21 ALL IN TOWNSHIP 2 SOUTH,RANGE I WEST,MT.DIABLO BASE AND MERIDIAN,LYING WITHIN CONTRA COSTA COUNTY,CALIFORNIA DESCRIBED AS FOLLOWS: BEGINNING ON THE NORTHERN LINE OF SAID NORTHEAST 114 OF SECTION 20 AT THE MOST SOUTHEASTERN CORDER.Of PARCEL"C"AS SAID PARCEL"C"IS SHOWN AND SO DESIGNATED ON THE MAP'ENTITLED"PARCEL»MAP SUBDIVISION MS 100- 86"RECORDED IN BOOK 133 OF PARCEL MAPS AT PAGE 8 FILED IN THF OM CE OF THE CONTRA COSTA COUNTY RECORDS;THENCE Flt0M SAID POINT OF BF-011NNINC ALONG THE NORTHERN LINE OF SAID NE 1/4 OF SECTION 20 NORTH 80°58 616"FAST 2431.04 FEET;THENCE LEAVING SAID NORTHERN LINE SOUTH 8401 V4" RAST 144.12 MET;THENCE SOUTH 72020'29" EAST 165.31 FEET; THENCE SOUTH.59012*40" BAST 135.66 MT;THENCE SOUTH 49'32'29"EAST 133.95 FEET;THBNCE SOUTH 39'00P45" HAST 148.34 kM',THENCE SOUTH 2R°10'00" BAST 124.119 Few;'I HENCE SOUTH 15042'47" EAST 99.36 FEET;THENCE SOUTH 62"i 1'46"EAST 153.73 FRET TI1ENCr SOUTH 38°5311" EAST 132.24 FEET,THENCE SOUTH 46008'42" EAST 91.77 MiR;`I'HF.NCR SOUTH 30"28114"WEST 166.58 MET;THENCE SOUTH 45'37`43"WEST K6,93 MET;THENNCI?.SOUTH 53°07'25"W11ST 111.32 FEET;THENCE NORTH 78"38'44" WEST 77.37 FEET.THENCE SOUTH 27°20'14"WEST 172.82 FEET;THENCE SOUTH 21038*18" WRST 187.54 MET;TTII NCR SOUTH 15"41138"WEST 66.27 MST: THENCE SOUTH 09°45'47" WEST 87.11 FENT:THENCE SOUTH 03"49'07" V1 FUST 96.63 FEET; THENCE SOUTH Or 16104" EAST86,26 FEET;THENCE SOUTH 05'"48'40 EAST 165.75. . FERT;THENCE.SOUTH 55"1910611 RAST 27.31 FRET,THRNNCR NORTH 79"10'413" FAST 322.68 FEET;THENC13 SOUTH 07'1927' EAST 279.18 FEET;TH13NCG SOUTH 24°113'54" WEST 157,61 FEET:THENCE NORTH 55"13'28''WEST 50.89 DEET:THENCE NORTH 55013'2B" WEST 139.221"I'hl';T14RNCHs ALONG THE ARC OF A NON-TANGENT 45.00 F(X)T RI DJUS CURVE TO T1iI1 RIGHT THE CIINTERR OF WHICH I lWkS NORTfI 55"1328" WEST THROUGH A 6iNTRAL ANGLE OF 69°32'04" AN ARC DISTANCE OP 54,61 FEET;THENCE SOUTH 127039'55"BAST 152.91 FEET;THENCE SOUTH 12"3955 EAST SO.19 MET;THENCE SOUTH 82"15'3{1"WEST 99.45 FEET.THENCE SOUTH 70°18'45"WEST 56.43 FEET:THENCE SOUTH 13"41'29" WEST 1.57.23 FEET;THENCE NORTH 67'40'1?" WEST 50.57 FEET:THENCE NORTH 67*441'17"WEST 169.35E FEET; THENCE ALONG THE ARC OF A NON-TANGENT 722.00 FONT RADIUS CURVE TO THE RIGHT THE CKNTHR 017 WHICH REARS NORTH 67°40'17"WEST THROUGH A CENTRAL ANGLE OF 08"00'13"AN ARC DIS'T'ANCE OF 100.86 FEET,THENCE SOUTH 59°40'04" FAST 211.001'ERT;THRNCHs SOUTH 34057126" WEST 138.44 FEET; THENCE 1 SOUTH 42'4W(W' WEIST 140.85 PERT; THENCE SOUTH 53105150" WEST 16.10 MET; THENCP SOUTH 52"11"56 WEST 124.04 FEET;THENCE SOUTH 56°31'17"WEST 10107 FRUT;THENCE,SOUTH 51°.34143"WRST 89.85 FEET;THENCE SOUTH 46019'32"WEST 88.71 FRET;THENCE SOUTH 41NX122 WEST 88.71 FRET;THENCE SOUTH 35'49'I I" WEST-13.78 MW,THENCE SOUTH 76"57'52"WEST 75.99 F"mr,TINCT:NOR714 SW 4R'24"WrvST 160.00 FEET:THENCE ALONG THE ARC OF A NON-TANGENT 1)78:00 FOOT RADIUS CURVR TO THE LE"THIS CENTER OF WHICH BEARS SOUTH 56048'24" FAST THROUGH A CENTRAL ANAL H OF 03°56'37 AN.4RC DISTANCE OF 9 LOS MET TO A POINT OF RCVERSE CURVATURli;THENCR A1..ONG THE ARC OF A 672.00#FOOT RADIUS CURVE TO TMT?RIGHT THROUGH A CENTRAL ANGLE OF 19007'46"AN ARC DISTANCE OF 224.36 PEK `t"I'3 A POINT HRR>.~.INAPTER RFERitEI7►'!O AS PT."A"; THENCE NORTH 41037'15" WEST 52.00 FEET;THENCE NORTH 41037'15" WEST 160.00 MEET;THENCE SOUTH 51°,19'02"WEST 104.94 FRF.T'THENCE SOUTH 4501021"WEST 115.33 14891%THRNCE SOUTH 37017'58" WEST 170.34 FRET;THENCE SOUTH 26°36'00" WEST 165.87 FRET;T'HI3NCR SOUTH 14059'32"WEST 211.96 F13h'T;THENCE ALONG THE ARC O1:A NON-TANGENT 220,01)FOOT RADIUS CURVE TO THE RIGHT THE C:ENTFIR OF WHICH RRARS NORTH 02040'46"MST THROUGH A CENTRAL ANGLE OF 42048130" AN ARC Dl' TANCR OF 164.37 FEET.THENCE NORTH 45058'07"EAST 132.73 F T: THENCE NORTH 04°44'23" RAST 88.07 FEET:THENCE NORTH 28"44"25" PAST 123.04 FEET:THENCE NORTH If 024134"BAST 150.12 FT RT;T14ENCE NORTH 88024146"WK1?T 160.010 FEET;THENCE NORTH 88°24*46"W 13ST 53.00 C MM,TI IENCE ALONG THB ARC OF A NON-TANGENT 228 00 FOOT RADIUS CURVE TO THE LF.T-T ITIR CCNTERCIF WHICH BEARS NORTH 88024416"WEST THROUGH A C:RN'TRAL ANGLE OF 08°49'19" AN ARC DISTANCE OF 35.I 1 FF?T;T;THENCE SOUTH 75055'011"WEST 205.00 RT THENCE NORTH 42055'56" WEST 76.52 FRRT;THRNCCR NORT14 3000618" WEST 99.59 T?ET;THENCE NORTH 87°31 V9"WEST 197.51 FRET;THENCE NORTH 781659"WEST 118.55 FURT;T14ENCE NORTH 65059'24" WEST 146.59 FEET;THENCE NORTH 28159'i l'" WEST 133-77 FEET;THENCE NORTH 49"24`43"WEST 148.47 FEET;THENCE NORTH 13"4316"RAST 181.10 FURT;THENCE NORTH 01°00'29" WEST 96.45 FEET;THENCE NowrH 05°39'31" EAST 199.61 FEET;THENCE NORTH 431,29,06" EAST 111.64 FEET; THENCE ALONG THE ARC OF A NONTANG9N'T 140.00 FOOT RADIUS CURV13 TO THE RIGHT T14B CENTER OF WHICH HEARS NORTH j30;:84D6"EAST THROUGH A CENTRAL ANGL4i'OF 59°0819" AN ARC: DISTANCE OF 144.52 FM:THENCE NORTH 18"25'40," EAST 217.12 FEET;THENCE NORTH 18°25'40"CAST 64.56 FRET;THENCE NORTH 34003'27" WEST 93.35 FEET; NORTH 14042'57" EAST 139.46 MET; NORTH 31°4328„ EAST 71-65 FEET;THENCE NORTH 661*161'x?"WEST 261.72 FEET;THFNCR ALONG THE A1tC OF A NON-TANGENT 273.00 T't1OT RADIUS CURVE TO THE RIGHT THE CENTRA OF WHICH U HARS NORTH 29n 17'24" WEST THROUGH'A CENTRAL ANGLE OF 61"50'18" AN ARC DISTANCROP 204.64.Plif-T:THU NCR NORTH;31"07'57" IIAST 48.01 FEET; THUNCL ALONG THE ARC.OF A[YON TANGENT.174.010 FOOT RADIUS CURVE TO THE LEFT THE CENTER OF WHICH BEARS SOUTH 32022'00 WEST THROUGH A CI rNTRAL. ANGLE OF 25"16'41" AN ARC DISTANCE OF 165.00 FRET;THENCE NORTH BV54`42" WWI'248,71 WRT;THENCE AMONG THE ARC:OF A:144:,10 FOOT RADIUS CURVE To THE LEFT THROUGH,A CENTRAL ANGLE OF 07°12'21"AN ARC DISTANCE O1=43.26 FRET;THENCE NORTH 26009121"EAST 232.46 HET;T14ENCE SOUTH 68023119"EAST 59.32 MZr,THENCE NORTH 520114 8" EAST 155.22 FRET;THENCE NORTH 11621'00" PAST 211.60 FRET;TH13NCE ALONG THR ARC OF A NON-TANGRNT 251-,00 FOOT RADIUS CURVE TO THE LEFT THE CENTER OF WHICH HEARS SOUTH 38°4622"W CST THROUGH A CENTRAL ANGLE OF 19025'33"AN ARC DLSTANCE OF 80,72 FEET TO A POINT CIF REVERSE CURVATURE;THENCE ALONG THE ARC OF A,144.00 FOOT RADIUS''CURVE?TO THE RIGHT THROUGH A CENTRAL ANGLE OF 27"1435° AN ARC DISTANCE OF 163.56 FEET;THENCE.SOUTH 81044`06"WEST 121.23 FEET;THENCEZ Al ONG THE ARC OFA NON-TANGENT 21100 FOOT RADIUS CURVE TO THK Llil`.i"I,H1 CENTER OF WHICH SEARS SOUTH 59032'24"WEST THROUGH A CENTRAL ANGLE OF 20012'54" AN Al2C DISTANC1r OF 71.80 Fes"!'TO A POINT OF REVERSE CURVATURR; THENCE ALONG THE ARC OF A 6611.00 FOOT IMUS CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 06*13'26"AN ARC DISTANCE OF 72.56 FEET TO A POINT OF REVERSE'CURVATURK,THENCE ALONG THE ARC OF A 19100 FOOT RADIUS CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 64"57'11"AN ARC DISTANCE OF 217.66 FEET TO A POINT OF REVEMECURVATURE;THRNCR ALON43 T14E ARC OF A 163.00 FOOT RADIUS CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 80"55'35" AN ARC DISTANCE OF 230.23 FEET;THENCE NORTH 21°12'43" WEST 15.93 FEET TO A POINT ON THE SOUTHERN LINE OF SAID PARCEL"C"(133 PM 9);THENCE ALONG SAID SOUTHERN LINE NORTH 81 W40"EAST 1073.67 FEET TO THE POINT OF BEGINNING AND CONTAINING 206.163 ACRES OF LAND MORE OR LESS. PARCEL TO TOLL BROTHERS 3 CONTRA COSTA Co Recorder' STEPHEN L. WEIR CoOffice unty Recorder DOC - 9$-'a-30232 ? ` 00 Check Number MIWednesday, DEC 02, 1998 11;23:42 C pd $1 -w". RC X7.00; $8.00 Nbr-0000354674 Ire/R9/0-1 DATE DECEMBER 2 , 1998 MAP TITLE PROPOSED ASSESSMENT DIAGRAM MAP OWNERS CONTRA COSTA COUNTY LOCATION PROPOSED ASSESSMENT DIAGRAM OF WIEDEMANN RANCH GEOLOGIC HAZARD ABATEMENT DISTRICT FILED AT THE REQUEST OF CONTRA COSTA COUNTY PUBLIC WORKS DATE I ECEMRFR ? 1 99f� CONTRA COSTA COUNTY RECORDS STEPHEN L. WEIR COUNTY RECORDER FEE$ 8.00 MAP BOOK3 _ ASSESSMENT DISTRICT MAPS PAGE 32 PROPOSED BOUNDARY CONTRA COSTA Co Recorder's Office STEPHEN L. WEIR, County Recorder AOC - 98-0'-302322--00 00 Check Number Wednesday, DEC 02, 1998 11 :23:46 MIC $1 .00;MRC $7.00 Ttl Pd $8.00 Nbr-0040354675 lrc/R9/0--1 DATE DECEMBER 2, 1998 MAP TITLE ASSESSMENT DIAGRAM OWNERS CONTRA COSTA COUNTY '-OCATTo ASSESSMENT ANAGRAM OF WIEDEMANN RANCH GEOLOGIC HAZARD ABATEMEVr DISTRICT FILED AT THE REQUEST OF CONTRA COSTA COUNTY PUBLIC WORKS DATE DECEMBER 2 , 1998 CON'T'RA COSTA COUNTY RECORDS S'T'EPHEN L. WEIR COUNTY RECORDER FEE$ 8.00 MAP BOOR 63 ASSESSMENT DISTRICT MAPS PAGE 3 3 PROPOSED BOUNDARY BY 63 PG 32 CONTRA COSTA Co Recorder's Office STEPHEN L. WEIR, County Recorder Recorded Request by: DOC - 98-0_302_323-00 Wiedemann Ranch Geologic Hazard Abatement district Check Number When Recorded Mail To: Wednesday, ITEC 02, 1998 11 :23:49 Contra Costa County MIC $1.00`MOD $2.00,REC' $6.00 Public Works department TCP $1 .00; 255 Glacier Drive Tt I Pd $10.00 Nbr-0000354671 Martinez,CA 94553 Attn: Skip Epperly I.rc/R9/1-2 NOTICE OF ASS SS-M- N Pursuant to the requirements of Section 3114 of the Streets and Highways Code, the undersigned Clerk of the Board of Supervisors, State of California hereby gives notice that a diagram and assessment were recorded in the office of the County recorder of Contra Costa County as provided for in said section more particularly described on that certain assessment diagram filed in accordance with the section in Book- of Maps of Assessments and Community Facilities Districts at Pagell in the 6ffice of the County Recorder of the County of Contra Costa and relating to the following described real property: Wiedemann ranch Geologic Hazard Abatement District for the area generally known as Wiedemann Ranch CHAD described as Subdivision Numbers 7996,7575, 7578 and 7998. Notice is further given that upon the recording of this notice in the office of the County Recorder,the several assessments assessed on the lots,pieces,and parcels shown on said filed assessment diagram shall become a lien upon the lots or portions of lots assessed respectively,as shown on Exhibit"A"attached hereto and incorporated herein. Reference is made to the assessment diagram and assessment roll recorded in the office of the County Recorder of Contra Costa County. Dated: December 2, 1998 Owner Notification: ATTEST: 'December 2, 1.998 Wiedemann Ranch,Inc. Phil Batchelor 2303 Norris Canyon Road Clerk of the Board of Supervisors San Ramon,California 94583 and County Administrator Toll Brothers,Inc. er Canyon Road By s � 1501 Bailin g y Deputy San Ramon,California 94583 Sc:rx g:Grp&talSpdisttBwrdOrderviWtedemann Ranch GHAMWiedemannRanchnot.dnc Oaoher 24,195 8 4 O Farm B To: Jeff Lee,Accountant(646-2225) Tax Year: 1999-00 Contra Costa County Auditor-Controller Tax&Special Districts Division 625 Court Street,Room 103 Martinez,CA 94553-1282 From: Joan A. Rushton Date: Engineering Services\Special Districts Fund Number: Levy Cade: Revenue Code: LEVIES & ASSESSMENT TO BE ENROLLED ON THE TAX ROLL Parcel Number Amount to Enroll 209-050-010 $550.00 203-050-012 550.00 209-050-020 $550.00 209-050-021 550.00 209-050-022 $550.00 209-050-427 550.00 209-050-028 $550.00 209-050-032 $550.00 209-054-033 3550.00 209-050-035 $550.00 209-050-036 1550.00 209-050-037 $550.00 209-050-438 T550.00 209-080-006 $550.40 209-080-408 3550.00 TOTALS: 15 $8,250.00 Please note that amounts must be evenly divisible by two. a.kGMDoWSpDist\FORMS\formBWic,demannRan6GHAD.floc October 29,1998 v.::. .... ..... ........ LL Of _ Q_ Cf') .� o c) LLJ 0 < ui C) MEM "`� �./ a M 0 C.K a 0 0 u C i i iI I O 00 y U t?` [Y CC O G- 1— 3 � t� C� _J U n OTLilZ C _1u -. Y U U M 0 t- O t C CL Z Ld co D 03 U [r-CCz: LtZ f- OCL cc mJ. 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'I1 (76 ci J 1 1 i 1 1 lye IN, 0,5 Z V 08/21188 FRI 15.'08 FAX 928 323 2333 CCC PUBLIC WORKS COD Coo1 NPARING CONFIRMATION FORM heerbV date:, name cit Pwvm phorAn to -7e) hearing d8t4e0ordbuted wfth . ..._. rt jAli 'Of COB shwe' nAw to agenda iue t It WW read an cWendar): , 1. wAdpat9d%ngMcfthDh9wlnW 8MIrLarlowli. armors 2: to k t #? no. ... code 86c0ort 4. p+ubff*Wm tx# #of days bftWe'tweft, who Is to pubM ft r4Vw? CM (if amb e)%ft plwpwwa the hot? COB —f%w a if pwft c#'noupe-w mw whoa ww 7, If MsON ft no**Is r+e md,who will protide the dedc vd1h to 0006d ffwftq iiet tabula? and vAwn wM this"fC hewbV ftbW be HOW an the Ecwd soenda as a