The URL can be used to link to this page

Home My WebLink AboutRESOLUTIONS - 01012003 - 2003-084 Cell Recorded at the request of: Contra Costa County Board of Supervisors Return to: Public Works Department Engineering Services Division Records Section THE BOARD OF SUPERVISORS OF CONTRA COSTA COUNTY,CALIFORNIA Adopted this Resolution on February 11,2003,by the following vote: AYES: SUPERVISORS GIOIA, UILKEMA, GLOVER AND DESAULNIER NOES: NONE A13SENT: SUPERVISOR DONNA GERBER. ABSTAIN: NONE RESOLUTION NO. 2003/ 84 SUBJECT: Acceptance of instrument(Offer of Dedication-Slope Easement)for RA 1094(cross- reference SUB 7976)Dougherty Road Connector,being developed by Windemere BLC, LLC, San Ramon(Dougherty Valley) area. (District III) IT IS BY THE BOARD RESOLVED that the following instrument is hereby ACCEPTED FOR RECORDING ONLY: INSTRUMENT REFERENCE GRANTOR AREA DISTRICT Offer of Dedication Dougherty Road Shapell Industries, Inc. San Ramon III For Slope Easement Connector,RA 1094 (Dougherty (cross-reference Valley) SUB 7976) APN 206-120-001 & 206-250-008 TR:cw I hereby certify that this is a true and correct copy of an action taken and c:Klrpbat$\Engsvc\BO\2003\2-11-03\RA1094-3 BO-30.do. entered on the minutes of the Board of Supervisors on the date shown. Originator: Public works(ES) Contact: Teri Rie(313-3363) cc: Recorder(via Clerk of the Board)then PW Records Shapell industries ofxorthzm califmnia ATTES'T'ED: _ FEBRUARY 11} 200 Sam Wow JOHN SWEETEN,Clerk of the Board of Supervisors and County 100 M4itss Blvd. Milpitas,CA 95035 Administrator Lomax Conwn"ties Brian Olin 3130 crow canyon Place,suite 310 By Deputy San Raman,CA 94583 RESOLUTION NO.2003/ 84 Ilf Il!lIINIIIIIlIIIIIIIIIIIIINIIIIIIIIIIIlI :�� --��-a�g CONTRA COSTA Co Recorder office CTE L, WIR Clerk-Recorder Recorded at the request oft 2003-0067347-00 Comm consc�9 Wsdnfsday, FEB 12, 2002 11:02:43 Engineering smrvk=Division FRE $e.09 ReturnCmft cone County to: Ttl Pd so." Nbr-8801314671 Recocontra Works Deperrrneat 3 r C/R 9/1-�8 Records section Area: Pougheny Valley Road: Bollinger Canyon RoadlooriAlA R i5�on leC-ia't.- Co.Road No.: RA 1094 Development: Subdivision 7976 APN: 206-120-001 &2/6250-008 OFFER OF DEDICATION-SLOPE EASEMENT Shapell Industries, Inc., the undersigned, being the present title owner of record of the herein described parcel of land,do hereby make an irrevocable offer of dedication to CONTRA COSTA COUNTY and its successors or assigns, an easement for the construction of slope easements for street and highway purposes, including access and maintenance of work, improvements and structures,whether covered or open, and the clearing of obstructions and vegetation,upon the real property situated in the County of Contra Costa, State of California, described in Exhibit "A" (written description) and shown on Exhibit "B" (plat map)attached hereto. It is understood and agreed that CONTRA COSTA COUNTY and its successors or assigns shall incur no liability with respect to such offer of dedication,and shall not assume any responsibility for the offered parcel of land or any improvements thereon or therein,until such offer has been accepted by appropriate action of the Board of Supervisors,or of the local governing body of its successors or assigns. The provisions hereof shall inure to the benefit of and be binding upon the heirs,successors,assigns, and personal representatives of the respective parties hereto. The undersigned executed this instrument on__- / q to Z- > 7 Amu* (See attached notary) H.\94462\ACAD\PH01\consult\ohai>ell\sent\053002\DEDICATION-SLAKE-sm-D-RD.doc. 6/3/02 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of Califomia County of )n�rQjt� . On Ci' before me, ''t Nwo WW T*of Offimi•.a.•J.ns oo..Nomy , personally appeared 5Rtp �- Nw*&)d sfOn.O personally known to me 0 proved to me on the basis of satisfactory evidence to be the person(s) whose name(s)-Ware subscribed to the within Instrument and acknowledged to me that hftl mffl ey executed the same in #Wbw their authorized capacity(les), and that by WeARwItheir JANICE T.KFRUSE signature(s)on the Instrument the person(s),or Commission 01315697 the entity upon behalf of which the person(s) Notary Public-Callfbmla acted,executed the instrument. Santa Clara County Mcxrn Aug 24,2005 TNESS my hand and offi seal. yyCr sgtmw.of NvU"P&6k OPTIONAL Thouo dw k*mwtkn below Is not mored by taw,It may prove vataabie to pa rmm mlylnp on the docw wrrt ami could prevent frau&AW rwwwl ami reettacbnwnt of arts fan,to avwtber docuffwt Description of Attached Document RN Title or Type of Document: • �b f —r �— Document Date: Number of Pages: Signer(s)Other Than Named Above: CapaclWles)Claimed by Signer Signer's Name: 0 l uali TW'r r ' rate Officer—Tldet3) ��'�`�' '• y C' . CI Partner—0 United 0 General 0 Attorney-l--Fact la Trustee 0 Guardian or Conservator 0 Other: ii t Signer Is Representing: `� 4 1 e--— 0 IM Wong Noisy%wod fon•$360 W SOW Aw4 P.O.sat 24M•Chaft M,CA 91313.24M•w m.r&%w*kftzy or0 Prod.Nw sw N.ardsr 00 Tal me 1 LEGAL DESCRIPTION DOUGHERTY ROAD CONNECTOR SLOPE EASEMENT SHAPELL INDUSTRIES CONTRA COSTA COUNTY CALIFORNIA JANUARY 22, 2002 JOB NO. : 94452-00 I P/V: Z06 --l?-0- Com/ MalIBIT `A' ''x`006 -Z60.•- REAL PROPERTY, SITUATE IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF CONTRA COSTA, STATE OF CALIFORNIA, COMPRISED OF TWO PARCELS, DESCRIBED AS FOLLOWS: BEING A PORTION OF THAT CERTAIN PARCEL OF LAND GRANTED TO SHAPELL INDUSTRIES, INC. , A DELAWARE CORPORATION, BY DEED RECORDED NOVEMBER 20, 1987, IN BOOK 14029 OF OFFICIAL RECORDS, AT PAGE 577, IN THE OFFICE OF THE COUNTY RECORDER OF CONTRA COSTA COUNTY, MORE PARTICULARLY DESCRIBED AS FOLLOWS; PARCEL ONE COMMENCING AT THE INTERSECTION OF THE SOUTHERN LINE OF SAID PARCEL OF LAND AND THE CENTERLINE OF THAT CERTAIN FIFTY (50.00) FOOT STRIP OF LAND AS DESCRIBED IN THAT CERTAIN DEED RECORDED FEBRUARY 5, 1935, IN BOOK 408 OF OFFICIAL RECORDS, AT PAGE 128, IN SAID OFFICE OF THE COUNTY RECORDER OF CONTRA COSTA COUNTY; THENCE, FROM SAID POINT OF COMMENCEMENT, ALONG THE SOUTHERN LINE OF SAID PARCEL OF LAND (14029 OR 577) , NORTH 77004'00" WEST (THE BEARING OF SAID SOUTHERN LINE BEING TAKEN AS NORTH 77004'00" WEST FOR THE PURPOSE OF MAKING THIS DESCRIPTION) 20.934 METERS; THENCE, LEAVING SAID SOUTHERN LINE, NORTH 00037'15" EAST 15.488 METERS; THENCE, ALONG THE ARC OF A TANGENT 425.000 METER RADIUS CURVE TO THE LEFT, THROUGH.A CENTRAL ANGLE OF 04048'12", AN ARC DISTANCE OF 35.530 METERS; THENCE, ALONG THE ARC OF A REVERSE 500.000 METER RADIUS CURVE TO THE RIGHT, FROM WHICH THE CENTER OF SAID CURVE BEARS NORTH 85°49'04" EAST, THROUGH A CENTRAL ANGLE OF 04048' 12", AN ARC DISTANCE OF 50.302 METER; THENCE, NORTH 00°37' 15" EAST 70.000 METERS; THENCE, ALONG THE ARC OF A TANGENT 445.900 METER RADIUS CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 07028114", AN ARC DISTANCE OF 58.258 METERS; P:\462-00\LZGALS\r43-EM-SLOPE-DO ERTY-CONNECTOR02.DOC LEGAL DESCRIPTION JANUARY 22, 2002 PAGE 2 OF 3 JOB NO. : 94462-00 THENCE, NORTH 81054'30" WEST 2.400 METERS; THENCE, ALONG THE ARC OF A NON-TANGENT 449.300 METER RADIUS CURVE TO THE RIGHT, FROM WHICH THE CENTER OF SAID CURVE BEARS SOUTH 8154'30" EAST, THROUGH A CENTRAL ANGLE OF 06°45'00", AN ARC DISTANCE OF 52.934 METERS; THENCE, NORTH 7509'30" WEST 17.700 METERS; THENCE, ALONG THE ARC OF A NON-TANGENT 467.000 METER RADIUS CURVE TO THE RIGHT, FROM WHICH THE CENTER OF SAID CURVE BEARS SOUTH 75009'30" EAST, THROUGH A CENTRAL ANGLE OF 00047'45", AN ARC DISTANCE OF 6.486 METERS TO A POINT HERERAFTER REFERRED TO AS POINT `A' ; THENCE, ALONG THE ARC OF A COMPOUND 452.500 METER RADIUS CURVE TO THE RIGHT, FROM WHICH THE CENTER OF SAID CURVE BEARS SOUTH 74021'45" EAST, THROUGH A CENTRAL ANGLE OF 23002' 56", AN ARC DISTANCE OF 182.032 METERS TO THE POINT OF BEGINNING FOR THIS DESCRIPTION; THENCE, FROM SAID POINT OF BEGINNING, NORTH 51018'49" WEST 58.653 METERS; THENCE, NORTH 34053'58" WEST 45.803 METERS TO A POINT ON THE EASTERN LINE OF SAID FIFTY (50.00) FOOT STRIP OF LAND (408 OR 128) ; THENCE, ALONG SAID EASTERN LINE, ALONG THE ARC OF A NON-TANGENT 358.141 METER RADIUS CURVE TO THE RIGHT, FROM WHICH THE CENTER OF SAID CURVE BEARS SOUTH 89014'50" EAST, THROUGH A CENTRAL ANGLE OF 07036'54", AN ARC DISTANCE OF 47.599 METERS; THENCE, LEAVING SAID EASTERN LINE, ALONG THE ARC OF A NON-TANGENT 215.500 METER RADIUS CURVE TO THE LEFT, FROM WHICH THE CENTER OF SAID CURVE BEARS NORTH 75011'34" EAST, THROUGH A CENTRAL ANGLE OF 25040'38", AN ARC DISTANCE OF 96.577 METERS; THENCE, ALONG THE ARC OF A REVERSE 78.500 METER RADIUS CURVE TO THE RIGHT, FROM WHICH THE CENTER OF SAID CURVE BEARS SOUTH 49030' 56" WEST, THROUGH A CENTRAL ANGLE OF 08016'04", AN ARC DISTANCE OF 11.328 METERS; THENCE, ALONG THE ARC OF A REVERSE 81.500 METER RADIUS CURVE TO THE LEFT, FROM WHICH THE CENTER OF SAID CURVE BEARS NORTH 57047'00" EAST, THROUGH A CENTRAL ANGLE OF 17053'36", AN ARC DISTANCE OF 25.452 METERS; THENCE, SOUTH 50006'36" EAST 5.718 METERS; THENCE, ALONG THE ARC OF A NON-TANGENT 452.500 METER RADIUS CURVE TO THE LEFT, FROM WHICH THE CENTER OF SAID CURVE BEARS SOUTH 50030'29" EAST, THROUGH A CENTRAL ANGLE OF 00048'20", AN ARC DISTANCE OF 6.362 METERS TO SAID POINT OF BEGINNING. CONTAINING 0.180 HECTARES OF LAND, MORE OR LESS. P.\462-00'gMAlSU-&EM-SLOPE-DOU{IM7 Y-CONNF. ORa2.DOC LEGALDESCRIPTION JANUARY 22, 2002 PAGE 3 OF 3 JOB NO. : 94462-00 PARCEL TWO COMMENCING AT THE HEREINABOVE REFERRED TO AS POINT `A' ; THENCE, FROM SAID OF COMMENCEMENT, ALONG THE ARC OF A 452.500 METER RADIUS CURVE TO THE RIGHT, FROM WHICH THE CENTER OF SAID CURVE BEARS SOUTH 7421'45" EAST, THROUGH A CENTRAL ANGLE OF 25053`36", AN ARC DISTANCE OF 204.495 METERS; THENCE, SOU'T'H 50006'36" EAST 2.401 METERS TO THE POINT OF BEGINNING FOR THIS DESCRIPTION; THENCE, FROM SAID POINT OF BEGINNING, NORTH 50006'36" WEST 8.294 METERS; THENCE, ALONG THE ARC OF A TANGENT 203.000 METER RADIUS CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 45057' 08", AN ARC DISTANCE OF 162.810 METERS TO A POINT ON THE EASTERN LINE OF SAID FIFTY (50.00) FOOT STRIP OF LAND, (408 OR 128) ; THENCE, ALONG SAID EASTERN LINE, ALONG THE ARC OF A NON-TANGENT 160.020 METER RADIUS CURVE TO THE LEFT, FROM WHICH THE CENTER OF SAID CURVE BEARS NORTH 83020'19" WEST, THROUGH A CENTRAL ANGLE OF 03037'3211, AN ARC DISTANCE OF 10.126 METERS; THENCE, LEAVING SAID EASTERN LINE, SOUTH 25029'24" EAST 30.931 METERS; THENCE, SOUTH 08026'09" EAST 48.858 METERS; THENCE, SOUTH 5433'32" EAST 29.163 METERS; THENCE, SOUTH 45040'460 EAST 67.688 METERS; THENCE, ALONG THE ARC- OF A NON-TANGENT 450.100 METER RADIUS CURVE TO THE LEFT, FROM WHICH THE CENTER OF SAID CURVE BEARS SOUTH 45040'46- EAST, 540'46"EAST, THROUGH A CENTRAL ANGLE OF 02046'51", AN ARC DISTANCE OF 21.845 METERS TO SAID POINT OF BEGINNING. CONTAINING 0.249 HECTARES OF LAND, MORE OR LESS. END OF DESCRIPTION # E40 3+ 0 1 jCHRI4STOPtR S. HARMISON OF CAVI L.S. NO. 7176 EXPIRES: DECEMBER 31, 2003 P.W62-001.E(3ALSU.&EM-SLOPE-DOUGHERTY-CONNWMR02.DOC atria SEE PAGE Z 1 � PT �A' S174 1X45"E R c3 L4 APN BOUNDARY SWILL n�nau SBi'54`30'E R APN 206-120--001 (14029 OR 677) L3 04 CAW PAM W (1104 OR 377) EXISTING DOUGHERTY ROAD ROW, 15.240m (408 OR 128) l SHAPBLL muSum APN 206-X0-008 (14029 OR 677) ` N85"49'040E R C GER �wc(C STA OWN E2c CANYON ROAD Ct1y 1ED,1 RIGHT OF-WAY SAN MON L1 BENT Cw= SUBDIVISION 7750 ```�--- POC l � CURVE TABLE UNE TABLE Na. RADIUS I DELTA LENGTH NO. BEARING LENGTH Cl. 425.000m 04'4812 35.630m i1 N77`04'000"W 20.9 C2 600.00OM 04`4812 50.302m L2 NOW 16 E 16.488m C3 446.900m 072814 58.268m L3 N81'S4.30R 2.400m C4 449.300m 06`4500 52.934m I L4 IN75'09 30 R 17.700m C5 467.000m 00`4 45 6.486m PLAT TO ACCOMPANY LLGAL DFS %%MON DOUGMTY ROAD CONNECTOR SLOPE EASEMENT SNAP= PROPnTY CWff Es CWA COUNTY, CALD osM JANUARY, 2002 REVISED: MAY 30, 2002 PAGE 1 OF 2 Carlson, Barbee, & Gibson, Inc. CIVIL • SURVEYORS " PI.ANMM 2603 CMWO RAAK7F{. RM 100 SAN RANK CM FORMA UM TEIEPHOF6<': {925} 866-0322 FAX (925) 866-8575 9402-00 ��944s21Ac�a��1�►t�OpE-E)l-D-itDbWG CURVE TABLE �- NO. RADIUS DELTA LENGTH oe C1 358.141m 07'36'54"� 47.599m etric C2 215.500m 25'40'38" 96.577m ► / C3 7&500m 08'16'04" 11.328m 64� C4 81.500m 17'53'36" 25.452m ` C5 452.500m 0048'20" 6.362m C6 203.065m 45'57'08" 162.81 Om Z ! " C7 160.020m 03°3732" 10.126m C8 450.100m 02'46'51 21.845m i , C9 467.00,Orn 00'47 45" 6.486m LINE TABLE N0. BEARING LENGTH r � r L1 S50'06'36"E 5.718m L2 N50 06'36"W 8.294m L3 S25"29'24*E 36.931 m I L4 S5006'36"E 2.401m] DU 44 + � s�� 3HAP&06I11 �0011'BII�S (14029 OR 677) EXISTING ROUGHER $• # '1�`� -PARCEL 2 ��,IV ^ ROAD ROW, 15.240m (408 OR 128), PARCEL I,,>-- 14 APN POB BOUNDARY PARC 1 �Q i� �4 11 S74'21'45'E R PT 'A' PLAT TO AMMMY LEGAL DESCInMON DOUGMMTY ROAD CONNECTOR SLOPE EASEMENT L INDUS�i'!M PROPERTY COMA COBtA t7Ut1NTY1,CALIl81t1 U JANUARY, 2002 REVISED: MAY 30, 2002 PAGE 2 OF 2 Carlson, Barb e, & 'Gibson, Inc. Cm " RJAMMS 2803 CAMNO RAMW, SU t 1010 SAH RAW4, CAlJ1:OWA 94583 'tUUHW- (925) 888-0372 FAX: (923) 888-8575 94462-M Et\94462NAM\RO\JILAT\ LAT SLOPE-BH-W.DWG