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HomeMy WebLinkAboutRESOLUTIONS - 01012003 - 2003-085 /01 L 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, UILI(1±M, GLOVER AND DESAULNIER NOES: NONE ABSENT: SUPERVISOR DONNA GERBER ABSTAIN: NONE RESOLUTION!NO.2()03/ 85 SUBJECT: Acceptance of Instrument(Offer of Dedicatign-Slope Easement)for RA 1094(cross- rei' rence SUB 7976) Bollinger Canyon Road, 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 Bollinger Canyon Shapell Industries,Inc. San Ramon III For Slope Easement Road,RA 1094 (Dougherty (cross-reference Valley) SUB 7976) APN 206-120-001 &206-250-008 TR:cw I hereby certify that this is a truce and correct copy of an action G:\ftDataNWvc\BO\2003\2-11-03\RA1094-3b Bo-30.doc taken and entered on the minutes of the Board of Supervisors on Originator: Public Works(M the date shown. contact: Teri Rie(313-2363) cc: Recorder(via clerk of the Board)thea PW Records Shapers Industries of Northern California Sam Worden 100 Milpitas Blvd. ATTESTED: FEBRUARY 11, 2003 100 Milpitas,CA 95033 JOHN SWEETEN,Clerk of the Board of Supervisors and County lennar communities Brian Olio Administrator 3130 Crow Canyon Place,suite 310 f San Raton,CA 94593 By-_- �. ,Deputy RESOLUTION NO.2003/ 85 N G ~/420"040/ Irrlllrrlrrlllarr Recorded at the requed o � � lirrilrrlliriilrllr Contra coma County COSTA Cc Recorderoffice rliliirrl Bn&weYingser%i Division 5� 1. UE R Cler -Recorr Retwn to- �Q .�. 2�0 _0�, 73 Contra coca cwnry �#dneada v, Fee t2 X10 Recoc wow . 2003 11. 03:02 Records rt1 P� :e�.� Area: Dougherty valley $6' *r-6101314682 Road: Bollinger Carryon Road Co.Road No.: RA 1094 Development: Subdivision 7976 APN: 206-120-001 &206WO-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 thereto. The undersigned executed this instrument on ! � � a r t (See attached notary) H:\94462\ACAD\PH01\consult\shapell\sent\0530021D8DICATION-SLOPE-BM-DOLS.doc, 5/30/02 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT Mate of California County of psC JN - - ss. On 15 Z-- . before me, M N VC-f,. -T-• 1-kS e . D�1 Nwa Yd TRIO d CiMW(e.g.,Jerw Dor.hey PUW) personally appeared � u ' �� Non*t)Of 9Onr{rI ' t�rsonaliy known to me ❑ 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 MAA&Fthey executed JANICE T KRUSE the same in hfstrerltheir authorized otwy sNoc-Cal ff ml capacity(les), and that by 4hfsr9�er/their Notary Batiks-CaNlomh Sinbt Clara County signature(s)on the instrument the person(s),or 100110yConm WVftAug24r2W6 the entity upon behalf of which the person(s) acted, executed the instrument. NESS my hand and oft sea]. SWAM of NO"ftft OPTIONAL Though Vis bebw Is net roq~by law,It may pow vOAbk to persons Me tng on dw documeW and=0 prrvent hsu&*W rwno W and rssrjdw snt of ids form to another dbaxwnt Description of Attacherd^ Document Title or Type of Document: er Document Date: Number of Pages: Signer(s)Other Than Named Above: Capacity(los)Claimed by Signer Signer's Name: 11J�i �t > Corporate Officer—Tft(s): r t s s `s{ rV J I •`+' P3J k�i i✓T,.ty`,,, d ftXi1b h8($ ❑ Partner—❑Limited ❑General ❑ Attorney-in-Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other. Signer Is Representing: t 4 tJ f J – 01#Wlift NdwyAvwzWm•9=De fab Ave..PD.Bos 24M Chft or W,CA 91313-"M•w*wnmVondnolary q Prod No.SM Reorder:CM TOW"t LEGAL DESCRIPTION SLOPE EASEMENT SHAPELL INDUSTRIES CONTRA COSTA COUNTY CALIFORNIA JANUARY 22, 2002 JOB NO. : 94462-00 P 9 EXHIBIT 'A' 6--A REAL PROPERTY, SITUATE IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF CONTRA COSTA, STATE OF CALIFORNIA, COMPRISED OF THREE 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 677, 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 6, 1936, 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 677) , 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 TO THE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE, FROM SAID POINT OF BEGINNING, ALONG SAID SOUTHERN LINE, NORTH 77004' 00" WEST 2.483 METERS; THENCE, LEAVING SAID SOUTHERN LINE, NORTH 04054'38" WEST 137.425 METERS; THENCE, NORTH 79023'17" WEST 21.234 METERS; THENCE, NORTH 03017'30" EAST 113.586 METERS; THENCE, NORTH 22015'51" WEST 30.986 METERS; THENCE, NORTH 13051'41" EAST 98.005 METERS; THENCE, NORTH 30058'58" EAST 30.407 METERS; THENCE, NORTH 35011' 11" WEST 25.438 METERS, P:1462-OO1LWALSU-G-EM-SIAPE-BOLS02.DOC LEGAL DESCRIPTION JANUARY 22, 2002 PAGE 2 OF 5 JOB NO. : 94462-00 THENCE, NORTH 36053'26" EAST 34.215 METERS; THENCE, SOUTH 43041'21" EAST 33.303 METERS; THENCE, NORTH 55014'32" EAST 48.000 METERS; THENCE, NORTH 57005'41" EAST 12.401 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 50°30'29" EAST, THROUGH A CENTRAL ANGLE OF 23°51' 16", AN ARC DISTANCE OF 188.393 METERS TO A POINT HERERAFTER REFERRED TO AS POINT `A' ; THENCE, ALONG THE ARC OF A COMPOUND 467.000 METER RADIUS CURVE TO THE LEFT, FROM WHICH THE CENTER OF SAID CURVE BEARS SOUTH 74021'45" EAST, THROUGH A CENTRAL ANGLE OF 00047'45", AN ARC DISTANCE OF 6.486 METERS; THENCE, SOUTH 75009'30" EAST 17.700 METERS; THENCE, ALONG THE ARC OF A NON-TANGENT 449.300 METER RADIUS CURVE TO THE LEFT, FROM WHICH THE CENTER OF SAID CURVE BEARS SOUTH 75°09'30" EAST, THROUGH A CENTRAL ANGLE OF 06°45'00", AN ARC DISTANCE OF 52.934 METERS; THENCE, SOUTH 81054'30" EAST 2 .400 METERS; THENCE, ALONG THE ARC OF A NON-TANGENT 446.900 METER RADIUS CURVE TO THE LEFT, FROM WHICH THE CENTER OF SAID CURVE BEARS SOUTH 81054'30" EAST, THROUGH A CENTRAL ANGLE OF 07028'14", AN ARC DISTANCE OF 58.268 METERS; THENCE, SOUTH 00037'16" WEST 70.000 METERS; THENCE, ALONG THE ARC OF A TANGENT 600.000 METER RADIUS CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 04048'12", AN ARC DISTANCE OF 50.302 METER; THENCE, ALONG THE ARC OF A REVERSE 425.000 METER RADIUS CURVE TO THE RIGHT, FROM WHICH THE CENTER OF SAID CURVE BEARS SOUTH 85049'04" WEST, THROUGH A CENTRAL ANGLE OF 04048'12", AN ARC DISTANCE OF 35.630 METERS; THENCE, SOUTH 00037' 16" WEST 16.488 METERS TO SAID POINT OF BEGINNING. CONTAINING 1.317 HECTARES OF LAND, MORE OR LESS. P 1462-OKEGAIS\LG-EM-SLOP&BOIS02.DOC LEGAL DESCRIPTION JANUARY 22, 2002 PAGE 3 OF 5 JOB NO. : 94462-00 PARCEL TWO COMMENCING AT THE HEREINABOVE REFERRED TO AS POINT `A' ; THENCE, FROM SAID POINT OF COMMENCEMENT, ALONG THE ARC OF A NON- TANGENT 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 25053'36", AN ARC DISTANCE OF 204.495 METERS; THENCE, SOUTH 50006'36" EAST 2.401 METERS TO THE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE, FROM SAID POINT OF BEGINNING, NORTH 50006'36" WEST 8.294 METERS; THENCE, NORTH 30054'06" EAST 17.977 METERS; THENCE, NORTH 24°30'31" EAST 40.635 METERS; THENCE, NORTH 55027'27" EAST 37.166 METERS; THENCE, NORTH 57041'42" EAST 117.175 METERS; THENCE, NORTH 59051'31" EAST 64.508 METERS; THENCE, NORTH 50057'37" EAST 45.718 METERS; THENCE, NORTH 20016'30" EAST 36.758 METERS; THENCE, NORTH 31016'58" EAST 49.361 METERS; THENCE, SOUTH 52019'58" EAST 22.120 METERS; THENCE, NORTH 40005141" EAST 72.925 METERS TO A POINT ON T'HE NORTHEASTERN LINE OF SAID PARCEL OF LAND (14029 OR 677) ; .'THENCE, ALONG SAID NORTHEASTERN LINE, SOUTH 35030'46" EAST 22.810 METERS TO A POINT HERERAFTER REFERRED TO AS POINT "B' ; THENCE, LEAVING SAID NORTHEASTERN LINE, ALONG THE ARC OF A NON-TANGENT 521.800 METER RADIUS CURVE TO THE RIGHT, FROM WHICH THE CENTER OF SAID CURVE BEARS NORTH 55°28'31" WEST, THROUGH A CENTRAL ANGLE OF 06022'31", AN ARC DISTANCE OF 58.059 METERS; THENCE, ALONG THE ARC OF A REVERSE 622.200 METER RADIUS CURVE TO THE LEFT, FROM WHICH THE CENTER OF SAID CURVE BEARS SOUTH 49006'00" EAST, THROUGH A CENTRAL ANGLE OF 01032156", AN ARC DISTANCE OF 16.820 METERS; P:44624)UV Et3ALS\LG-EM-SLOPE-BOLS02.DOC LEGAL DESCRIPTION JANUARY 22, 2002 PAGE 4 OF 5 JOB NO. : 94462-00 THENCE, ALONG THE ARC OF A REVERSE 404.400 METER RADIUS CURVE TO THE RIGHT, FROM WHICH THE CENTER OF SAID CURVE BEARS NORTH 50038'56" WEST, THROUGH A CENTRAL ANGLE OF 14048'24", AN ARC DISTANCE OF 104.508 METERS; THENCE, ALONG THE ARC OF A COMPOUND 525.400 METER RADIUS CURVE TO THE RIGHT, FROM WHICH THE CENTER OF SAID CURVE BEARS NORTH 35050'32" WEST, THROUGH A CENTRAL ANGLE OF 02044'23", AN ARC DISTANCE OF 25.124 METERS; THENCE, SOUTH 56053' 51" WEST 146.503 METERS; THENCE, ALONG THE ARC OF A TANGENT 450.100 METER RADIUS CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 15021'28", AN ARC DISTANCE OF 120.648 METERS TO SAID POINT OF BEGINNING. CONTAINING 1.125 HECTARES OF LAND, MORE OR LESS. PARCEL THREE COMMENCING AT THE HEREINABOVE REFERRED TO AS POINT 'B' ; THENCE, FROM SAID POINT OF COMMENCEMENT, ALONG THE NORTHEASTERN LINE OF SAID PARCEL OF LAND (14029 OR 677) , SOUTH 3530'46" EAST 68.762 METERS TO THE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE, FROM SAID POINT OF BEGINNING, CONTINUING ALONG SAID NORTHEASTERN LINE, SOUTH 35030'46" EAST 48.365 METERS; THENCE, LEAVING SAID NORTHEASTERN LINE, SOUTH 46050' 04" WEST 319.870 METERS; THENCE, SOUTH 60020'05" WEST 144.035 METERS; THENCE, NORTH 70052'-58" WEST 27.377 METERS; THENCE, SOUTH 31032'25" WEST 66.423 METERS; THENCE, SOUTH 63028'33" EAST 51.834 METERS; THENCE, SOUTH 00042'31" WEST 96.464 METERS TO A POINT ON THE SOUTHERN LINE OF SAID PARCEL OF LAND (14025 OR 677) ; THENCE, ALONG SAID SOUTHERN LINE, NORTH 89017'29" WEST 80.493 METERS; THENCE, LEAVING SAID SOUTHERN LINE, ALONG THE ARC OF A NON-TANGENT 384.200 METER RADIUS CURVE TO THE RIGHT, FROM WHICH THE CENTER OF SAID CURVE BEARS SOUTH 81058'23" EAST, THROUGH A CENTRAL ANGLE OF 09030'5411, AN ARC DISTANCE OF 63.802 METERS; P-W62-00gMALSUZ-EM-SLOPE-BOLS02.DOC LEGAL DESCRIPTION JANUARY 22, 2002 PAGE S OF 5 JOB NO. : 94462-00 THENCE, NORTH 72027'29" WEST 17.700 METERS; THENCE, ALONG THE ARC OF A NON-TANGENT 401.900 METER RADIUS CURVE TO THE RIGHT, FROM WHICH THE CENTER OF SAID CURVE BEARS SOUTH 72027'29" EAST, THROUGH A CENTRAL ANGLE OF 39021'20", AN ARC DISTANCE OF 276.060 METERS; THENCE, NORTH 56053'51" EAST 136.941 METERS; THENCE, ALONG THE ARC OF A TANGENT 584.500 METER RADIUS CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 15057'34", AN ARC DISTANCE OF 162.812 METERS; THENCE, ALONG THE ARC OF A REVERSE 131.500 METER RADIUS CURVE TO THE RIGHT, FROM WHICH THE CENTER OF SAID CURVE BEARS SOUTH 49003'43" EAST, THROUGH A CENTRAL ANGLE OF 06000'16", AN ARC DISTANCE OF 13 .781 METERS; THENCE, ALONG THE ARC OF A REVERSE 140.500 .METER RADIUS CURVE TO THE LEFT, FROM WHICH THE CENTER OF SAID CURVE BEARS NORTH 43003'27" WEST, THROUGH A CENTRAL ANGLE OF 09039'33", AN ARC DISTANCE OF 23.686 METERS; THENCE, ALONG THE ARC OF A COMPOUND 586.900 METER RADIUS CURVE TO THE LEFT, FROM WHICH THE CENTER OF SAID CURVE BEARS NORTH 52043' 00" WEST, THROUGH A CENTRAL ANGLE OF 00027'58", AN ARC DISTANCE OF 4.776 METERS TO SAID POINT OF BEGINNING. CONTAINING 3.494 HECTARES OF LAND, MORE OR LESS. END OF DESCRIPTION Ev.1 31 8 s 7t ' CHRISTOPHER S. HARMISON 'CA L.S. NO. 7176 EXPIRES: DECEMBER 31, 2003 P:14624)UU C3ALSUA-EM-SLOPE-BOLS02J)OC EXHIW 9EE PAGE 2 r, ,efr1c S74*21'45"E R L4 LS SHAM Fi N �0 cis BU DARY 6 -120-001 L3 (14029 OR 677) 1 N89'17'29"W PARCEL 3 L6 80.493m 81`58 �- N S M N8614'49"W RR v CAMP PAW S PARCEL 1 (1104 OR 377) (.,s EXISTING DOUGHERTY L9"1 z ROAD ROW, 15.240m o (408 OR 128) SECAPM 1ND r J APN 206-OM-008 (14029 OR 677) N85`49'04"E R t COA(T1?ACOS c� RIGHT-OF'-WAY (ulvINC0RAp�A��7Y OF, Em cim SUBDIVISION 7750 L7 POB POC PARCEL 1 "�... CURVE TABLE NE TABI F - 11.111 N13-51'410E 19 NO.1 RADIUS . DELTA I LENGTH NO.I uBEARINGG LENGTH IL121 S63`28.333 E I 511..834m C1 425.000m O4`4812 35.630m LI N77V4 00 W 20.934m C2 600.ODOM O4` 12 50.302m L2 SOO'3 16 W 16.488m C37 446.900M 07'28'14! 58.268rn L3 581`5430 E R 2,400m C4 449.300m 06'45 52,934m L4 S75'09 30 E R 17.700m C5 467.000m I WOW 6.486m L5 N72727 29 R 17.700m C6 384,200m 09'30 54 63.802m L6 N89129 W 56.036m C7 457.201m 0520 5i 66.610m L7 N77V4!0-0-'-W 2.483m C8 304.801m 0533 41 31.359m L8 N04`54 38 137.425m C9 452.500m 23'5116 188.393m L9 N79`231 W 21.234m CIO 401.900m 39"21 276.060m IL101 N2215 5i W 130.986m PLAT TO ACCOMPANY LEGAL DE%2HMON swP19 EASEMENT SNAP= Il�ID PlopnTY ODN't7lA CMA tloUllTY' CUMIM JANUARY, 202 REVISED: MAY 30 2002 PAGE 1 OF 3 Carlson, Barbee, & Gibson, inc. 2603 CAM.M RAMS K SWE 100 SAN RA" CAMffORMBA 91893 MUHME (925) 866-0322 FAX: (925) 966-6575 94462-W lt\94462\ACW1PW\PLA\PLAT-sK-B-e DWO r, ;tric EXISTING DOUGHERTY j Swzu MU001 �,' �,r� SNA � ROAD ROW, 15.240m J APN 206-120- (408 OR 128) t (14029 OR 677) "-Np 14 APN BOUNDARY / PARCEL 2 yet. �y �1 N4878'09 R SKAPM APN 206-250-008e' (14025 OR 677) �`� fi cy°`•`yam' s .ti / ~ PARCEL- 1-- �+--PARCEL 3 40 SHMU INDUSTRIES APN 206-120-001 CIV 14029 OR 677 ar {� S74 CL tr cz W SEE+ PAGE 1 CURVE TABLE LINE TABLE LINE TABLE NO. RADIUS DELTA LENGTH NO. BEARING LENGTH NO.I BEARING LENGTH C1 467.000m 00`47 45 6.486m L1 S75`09 30 E R 17.700m L11 S50 O6 36 E 5.718m C2 449.300m 06'4500 52934m L2 S72'2 29 E R 17.700m L.12 N50-06 36 8.294m C3 384.200m 0930 53 63.802m L3 550'06 36 € 2.401m L13 N30'S4 06 E 17.977m L4 N2215 51 W 30.986m 114 N24'30 31 E 40.635m L.5 N3D'S8 58 E 30.407m L15 N55'2 2 E 37.166m L6 N35`11 i1 W 25.438m Lib N57'4142 € 117.175m L7 N36"53 26 E 34.215m L17 S56`53 51 146.503m L8 543"4121 E 33.303m 118 S60'20 05 W 144.035m L91 N5514 32 E 48.000m L19 070'52 58 W 27.377m L10 N57 41 E 12.401 m IL201 S31`32 25 W 66.423m L21 563'28 33 E 51.834m PLAT TO AMWA" LEGAL DESCRU TION SLOPE EASEMENT. SHA M DUs1mm FROMTY ODNM 008TA 0DWY, CAIMI M JANUARY, 2002 REVISED. MAY 30, 2002 PAGE 2 OF 3 Carlson, Barbe�e�p,��& Glbson, Inc. 2803 CAM INO RAM©N. SUITE 100 SAN RAMOK CALFMA 9M WIDItOE (925) 888-0322 FAX (925) M-8575 94482-00 ft\O 2\CAD\a\PLAY\puT-s-OPE-Eu- OMDwc (fit LSM 21) strc SgAPELL INDUS'l�IF3 c` C4 APN 206-120-001 ' (14029 OR 677) PARCEL 2Rik 4b 4*--PARCEL 3 Ile Jig Ap Sw1u uurxm Oil APN 206-120-001 (14029 OR 677) �4 CURVE TAILS LINE TABLE NO. RADIUS I DELTA LENGTH NO. ANG LENGTH C1 525.400rn 02`44 23 25.124m Lt N5T4142 E 117.175m C2 622200m 01'3 56 16.820m L2 N59'51'31*E 64.508m C3 521.Wft 06'22 31 58.059m 0 N50`5 37 E 45.718m C4 586.900m 0-0—'2758m 4.776m L4 N2016 30 E 36.758m C5 1140.500m 09*39'33w I 23.686m L5 N3116 58 E 49.361m C6 131.500m 06'0016 13.781m L6 S5219 58 E 22.120m L7 N4OV5 41 E 72.925m L8 S35 46£ 22.810m L9 S35'30 46 E 48.365m L10 I S60'2 05 144.035m PLAT TO ACCOMPANY LEGAL DFA%ItIP'ITON SLOPE EASEMENT SHAPICU iNDUS'1'MS PHOMTY t70MA CWA i OUM, CAI.D'0>tIGA JANUARY. 2002 REVISED: MAY 30 2002 PAGE 3 OF 3 Carlson, Barbee, & Gibson, Inc. avx ENQNM • SURVEV= . PLANNERS 2603 CXM RAM, SUITE too SAN RAMM CNNOWA %W h1EPHW- (925) 866-03372 FAX (925) M-8575 002-00 K\9W2\AW\pWWrTtAi-SLWE-N- DWG