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.46 <br />N30&45*04" W (R) <br />7.099 .ft..._._.._ <br />ft_._.._ <br />kl9ZQ`ZAf-Zt)"W <br />(0 <br />4k Iq <br />9 <br />JN 47 <br />tv) cv 2711± SC <br />cc ---50571 <br />mom <br />48 <br />2814± SQ FT <br />50.85' <br />SEE SHEET 10 <br />� � I <br />N6Er34'32 " W <br />4.20 <br />0)/ <br />0 <br />0 <br />N68*34*32N <br />COURSE TABLE <br />COURSE <br />co <br />cot <br />LENGTH <br />Ll 7 <br />N68*34*32'W <br />5,00' <br />0.1 <br />N6634*32"W <br />LO <br />L15 <br />N2 1 *25-*2T E <br />cv LO <br />L18 <br />N21*25"29'E <br />2.33" <br />L17 <br />N6Er34*32" W <br />N663413�W <br />L18 <br />N21*25126'E <br />3.66$ <br />26-50* <br />52° 1 0*32" <br />24,14" <br />sx <br />26,50' :L <br />60.60f <br />17.492 <br />6. ALL STREETS SHOWN HEREIN (PARCELS B THROUGH N. <br />A STREET AND B STREET) ARE PUE AND EVA. <br />Ll <br />%0 <br />00 <br />N qq- <br />LO 001 <br />p <br />49 <br />04 <br />3601 SQ. FT z <br />00 L13 <br />LO <br />50.85' <br />SEE SHEET 10 <br />� � I <br />N6Er34'32 " W <br />4.20 <br />0)/ <br />0 <br />0 <br />N68*34*32N <br />COURSE TABLE <br />COURSE <br />BEARING <br />LENGTH <br />L13 <br />N68*34*32'W <br />5,00' <br />L14 <br />N6634*32"W <br />13.83* <br />L15 <br />N2 1 *25-*2T E <br />1.33, <br />L18 <br />N21*25"29'E <br />2.33" <br />L17 <br />N6Er34*32" W <br />4.00" <br />L18 <br />N21*25126'E <br />3.66$ <br />\\Ods 1 \DATA\C IVIL\l \1 /1-2195\dwq -1:22-b4 PM, islig <br />N \FMll.DWG, 6/17/200,3 1 <br />N68*34t327W 520.64* - (T) <br />1110, lro <br />\A/ <br />AVER L.Y DRIVE <br />EBMUD <br />'CD <br />40.20' 198.79' Mon. to Mon. <br />0fl- <br />1305 N6e34`32 ' W <br />(0 <br />amn o -z: f-rN <br />CURVE TABLE <br />COURSE <br />RADIUS <br />DELTA <br />LENGTH <br />Cl <br />4,00' <br />g(roo"OUS <br />6.28' <br />C2 <br />1.50' <br />990010u, <br />2.36* <br />C 1 6 <br />9,50" <br />9croolou" <br />14.92' <br />C17 <br />26.50* <br />90000*0u" <br />41.630 <br />C18 <br />26-50* <br />52° 1 0*32" <br />24,14" <br />C19 <br />26,50' :L <br />37*49*26 p 'E <br />17.492 <br />B= <br />AT Y = 545,824.33 <br />X = 1,471,170.34 <br />ElAala OF ElEARINQ0 <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*25"33" 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 />N GRAPHIC SCALE <br />Z, <br />20 0 20 40 <br />o <br />P) <br />Q--F-T- <br />0 <br />re) <br />IN FEET <br />I inch = 20 ft. <br />3lSJ 1D7Dll VllsUl0N 06ev1/ <br />)0 <br />7PHlE IFAIIRWAS�I%0 <br />BEING A SUBDIVISION OF <br />PCL 2 PORTIONS OF PARCELS 2, 3 AND 4 AS SHOWN ON <br />(1713 pM 40) MS 752-98 RECORDED IN BOOK 176 OF <br />PARCEL MAPS PAGE 40 ON MAY 17s 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 />SC�Cl 2003 <br />CSW/STUBER-m-STROEH <br />[StJ2 ENgNEQtING GROW, INC. <br />CONSULTING ENGINEERS <br />790 DeLong Ave., Novato, CA. 94945 <br />(415) 892-4763 FAX (415) 892-4502 <br />SHEET 11 OF 1.4 <br />14219 5\ DWG\ FM 11. DWG <br />.XREF: FM.DWG <br />Qir%Ql A <br />N T�� o <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 />o <br />UO) <br />3. LOTS WITH STREET FRONTAGE SHALL HAVE SIDE <br />C4 <br />LINES DEFINED BY CROSSES ON TOP OF CURBS AT <br />LOT. LINE PROLONGATIONS. <br />w <br />4. :Zx2� HUBS TAGGED RCE 32110 SHALL BE SET AT <br />:c <br />REAR LOT CORNERS. <br />cn <br />co <br />5. PRIVATE STORM DRAIN LINES LOCATED WITHIN THE PSDE <br />w <br />w <br />AS SHOWN HEREIN SHALL BE MAINTAINED BY THE <br />Q cn <br />HOMEOWNERS ASSOCIATION SUBJECT TO PROVISIONS <br />OF THE C C & R*S. <br />Os <br />6. ALL STREETS SHOWN HEREIN (PARCELS B THROUGH N. <br />A STREET AND B STREET) ARE PUE AND EVA. <br />N GRAPHIC SCALE <br />Z, <br />20 0 20 40 <br />o <br />P) <br />Q--F-T- <br />0 <br />re) <br />IN FEET <br />I inch = 20 ft. <br />3lSJ 1D7Dll VllsUl0N 06ev1/ <br />)0 <br />7PHlE IFAIIRWAS�I%0 <br />BEING A SUBDIVISION OF <br />PCL 2 PORTIONS OF PARCELS 2, 3 AND 4 AS SHOWN ON <br />(1713 pM 40) MS 752-98 RECORDED IN BOOK 176 OF <br />PARCEL MAPS PAGE 40 ON MAY 17s 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 />SC�Cl 2003 <br />CSW/STUBER-m-STROEH <br />[StJ2 ENgNEQtING GROW, INC. <br />CONSULTING ENGINEERS <br />790 DeLong Ave., Novato, CA. 94945 <br />(415) 892-4763 FAX (415) 892-4502 <br />SHEET 11 OF 1.4 <br />14219 5\ DWG\ FM 11. DWG <br />.XREF: FM.DWG <br />Qir%Ql A <br />