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PARCEL I <br />INVERNESS <br />CT. <br />PARCEL J <br />SU NCREST <br />CT. <br />COURSE <br />BEARING <br />LENGTH <br />Ll <br />00 <br />w <br />L2 <br />w 7& <br />13,83' <br />w <br />m i <br />N66341257W <br />1,33" <br />�fi <br />�o <br />to <br />L5, <br />N21*25*35rE <br />4.001 <br />W <br />N6Er34$26W <br />5,66* <br />78 i <br />to <br />cq <br />LLJ <br />V) <br />Z <br />PARCEL J <br />SU NCREST <br />CT. <br />is <br />Ike <br />COURSE TABLE <br />COURSE <br />BEARING <br />LENGTH <br />Ll <br />00 <br />5.000 <br />L2 <br />N21025*31r E <br />13,83' <br />L3 <br />N66341257W <br />1,33" <br />�fi <br />0 <br />4.33* <br />is <br />Ike <br />COURSE TABLE <br />COURSE <br />BEARING <br />LENGTH <br />Ll <br />N21"25135rE <br />5.000 <br />L2 <br />N21025*31r E <br />13,83' <br />L3 <br />N66341257W <br />1,33" <br />L4 <br />N6Er34f25"W <br />4.33* <br />L5, <br />N21*25*35rE <br />4.001 <br />L6 <br />N6Er34$26W <br />5,66* <br />\ \0dsl \DATA \CIVIL\ 1 \14 95 \dwg \l "',- 6.DWC, 6/17/2003 1:20-02 PM, isljg <br />SEE SHEET 7 <br />925r w 1 119.509 (T' <br />5' PSDE <br />V-0 <br />L <br />M <br />.n c) <br />14 <br />2677± SQ FT <br />12 1 <br />U) 1 2137± SQ Fr I <br />0- <br />ME <br />10' PSDE <br />I <br />KlAQ*'zAsf)w$w I <br />L <br />2137E SQ FT <br />I''' LO o I <br />1 2' PUE <br />113.50' to I <br />9 <br />197"74. CA C7 <br />8 <br />2677:k SQ FT <br />13,50" <br />I i <br />I �, f <br />("� 6 <br />21371 SQ FT <br />L <br />SEE SHEET 5 <br />LLJO., <br />b <br />Z3 <br />0- ir <br />04 <br />J c%4 z LLJ <br />Z <br />Li Q 1 <br />cn <br />4ft <br />3 <br />CURVE TABLE <br />COURSE <br />RADIUS <br />DELTA <br />LENGTH <br />Cl <br />4.00' <br />9900100r <br />6,28' <br />3 <br />J <br />. 1.50' <br />90'00*00r <br />2.3 <br />V) <br />LLJ <br />V) <br />z <br />V) <br />Li <br />w <br />a. <br />u 0 <br />LL- <br />0 <br />04 <br />0 < <br />U. <br />w <br />(z), <br />0 <br />0 <br />00 <br />106 <br />LO <br />LLJO., <br />b <br />Z3 <br />0- ir <br />04 <br />J c%4 z LLJ <br />Z <br />Li Q 1 <br />cn <br />4ft <br />3 <br />CURVE TABLE <br />COURSE <br />RADIUS <br />DELTA <br />LENGTH <br />Cl <br />4.00' <br />9900100r <br />6,28' <br />C2 <br />. 1.50' <br />90'00*00r <br />2.3 <br />cq <br />CLI <br />-90) <br />to <br />1-01 1 <br />C <br />aq <br />cq <br />LL_ <br />0 <br />(1) <br />U) <br />i� <br />ob <br />u.j <br />m <br />D <br />z <br />0 <br />z <br />LLJ <br />:2 <br />D <br />z <br />0 <br />:2 <br />cq <br />V_ <br />LLJ <br />2 <br />V) <br />re) <br />4► <br />to <br />c%4 <br />VIA <br />-0 z <br />A 7 Y - 545,824.33 <br />EJAS I EAR I N Q *0 <br />THE BASIS OF BEARING SHOWN HEREON IS THE MONUMENT <br />LINE OF SAN PABLO AVENUE ALONG THE WESTERLY EDGE <br />OF PAVEMENT TAKEN AS N 21'0253S* E 1271.33" BETWEEN <br />FOUND MONUMENTS AS SHOWN ON THE MAP OF <br />SUBDIVISION 7970 RECORDED IN BOOK 391 OF MAPS AT PAGES <br />25-34, CONTRA COSTA COUNTY RECORDS, CALIFORNIA <br />COORDINATE SYSTEM ZONE 3. <br />1. ALL DIMENSIONS ARE IN FEET AND DECIMALS <br />THEREOF. DISTANCES ARE GROUND DISTANCES, <br />2. THE DISTINCTIVE BORDER INDICATES THE LIMITS OF <br />THE AREA SUBDIVIDED BY THIS MAP. <br />30. LOTS WITH STREET FRONTAGE SHALL HAVE-,,,SIDE <br />LINES DEFINED BY CROSSES ON TOP OF CURBS AT <br />LOT LINE PROLONGATIONS. <br />4. 2" x2� HUBS TAGGED RCE 32110 SHALL BE SET AT <br />REAR, LOT CORNERS, <br />5. PRIVATE STORM DRAIN LINES LOCATED WITHIN THE PSDE <br />AS SHOWN HEREIN SHALL BE MAINTAINED BY THE <br />HOMEOWNERS ASSOCIATION SUBJECT TO PROVISIONS <br />OF THE C C & R"S. <br />6. ALL STREETS SHOWN HEREIN (PARCELS B THROUGH N. <br />A STREET AND B STREET) ARE PUE AND EVA. <br />X - 114711,170-34 <br />GRAPHIC SCALE <br />20 0 20 40 <br />IN FEET <br />ft. <br />5suBDHVX3H0N a6637 <br />THE IFAIDRWAI`r'5 <br />BEING A SUBDIVISION OF <br />PORTIONS OF PARCELS 2, 3 AND 4 AS SHOWN ON <br />MS 752-98 RECORDED IN BOOK 176 OF <br />PARCEL MAPS PAGE 40 ON MAY 17$ 1999 <br />DOC. 2002-0435163-00 <br />CONTRA COSTA COUNTY RECORDS. <br />CITY OF RICHMOND <br />COUNTY OF CONTRA COSTA STATE OF CALIFORNIA <br />MAY 2003 SCALE: 1 = 20 <br />CS-TAT 0 2003 <br />ESt12CSW/STUBER—STROEH <br />ENgNEEF2ING GROUP, INC. <br />CONSULTING ENGINEERS <br />790 DeLong Ave., Novato, CA. 94945 <br />(415) 892-4763 FAX (415) 892-4502 <br />SHEET. 6 OF 14 <br />\142195\DWG\FM6 0 DWG <br />XREF.- FM.DWG <br />