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I <br />N68'34 25 W <br />3.20' s 20' * <br />� 39.83' r ;� <br />� 13.5' <br />Lo. f a <br />79 <br />� 21371 SQ FT <br />10� ' PSDE <br />I N68'34'25 "W 1 <br />SEE SHEET 13 <br />N3737'10"W � ( � ( I � <br />n ant <br />� � I <br />Q. <br />80 <br />LO <br />12137t SQ FT 2 PUE MI <br />I � <br />13.50' <br />83 <br />2877± SQ FT <br />N88'34 25 W <br />� 3.20' <br />r 99% ~-9 A ate,- »ass <br />N88`3412T W <br />7 <br />Z <br />� <br />84 <br />S <br />to I <br />N <br />O <br />5,00' <br />26"W I <br />N21'2535" E <br />5 »w � <br />L3 <br />to <br />� <br />L4 <br />N 68"3425' W <br />4.33' <br />to <br />� <br />- _ --'-, <br />( <br />L8 <br />78 <br />� <br />i <br />2' PUE <br />W <br />� <br />i 10 <br />3.34' <br />25041 SQ FT <br />u. <br />N <br />4a <br />a <br />� � I <br />L3 <br />L4 <br />LO <br />E <br />( <br />r <br />I <br />G� <br />� <br />� <br />, <br />0 <br />L6 <br />o <br />L6 <br />- ^ 36.67' <br />' m <br />� _ <br />N68'34'25' W <br />,;O <br />� <br />4 m � <br />Gry ;ice <br />N6634'25" W <br />29.50' <br />-. ' <br />N6634'25" W <br />� <br />� <br />29.50' <br />3.00' <br />N68`34'25" W <br />I <br />V <br />iM <br />36.67" <br />''' <br />N68034'25" W <br />30.00' <br />� <br />2 <br />Q� �+� <br />Lfi <br />V) vai <br />Cs � <br />N68'34'25 "W <br />J <br />� <br />L6 <br />36.67' - <br />- <br />ui <br />X N-' <br />L4 <br />u") <br />� <br />� <br />� <br />L3 <br />L4 <br />f <br />5 "w+� <br />'tn IN j <br />L3 <br />�,, <br />( <br />88 an ( <br />CO <br />� <br />3.34' [ <br />00 26741 SQ FT <br />I <br />Li <br />M <br />° <br />100 Lo . <br />I <br />))w <br />01 <br />0 <br />� <br />5' <br />PSDE <br />`n 1 <br />CV) <br />� <br />lo° <br />I <br />,a <br />n <br />f� <br />v <br />81 <br />� <br />M <br />- - -- <br />TC � <br />0 <br />25041 SQ FT <br />0 <br />42.50' <br />� <br />� <br />uj <br />J <br />30.00' <br />- <br />- <br />LO <br />� <br />� <br />11 9.50' (T) ( <br />I <br />N <br />W <br />C <br />w <br />Lo <br />I <br />N <br />_T <br />r Y'W .. <br />N3T37 1 C) to ,c� �� t <br />c3 C� N <br />� 39.83' <br />13.50' i <br />I u"' <br />85 � I <br />21371 SQ FT M � <br />I 0. M� <br />i 86 ft <br />1 21371 SQ FT `n M � <br />� 2' PUE <br />i <br />� 13.50' <br />(� <br />I� <br />Z <br />� <br />84 <br />S <br />to I <br />N <br />O <br />5,00' <br />26"W I <br />N21'2535" E <br />25041 SQ FT <br />L3 <br />to <br />1.33' <br />L4 <br />N 68"3425' W <br />4.33' <br />to <br />3 <br />Z <br />L8 <br />4 <br />3.34' I <br />OA <br />i <br />2' PUE <br />W <br />� <br />M <br />i <br />L3 <br />u. <br />N <br />E <br />a <br />L4 <br />3 I <br />r <br />I <br />G� <br />, <br />0 <br />L6 <br />_ 36.67'- <br />Z <br />I <br />' m <br />� _ <br />N68'34'25' W <br />to <br />29.50' <br />-. ' <br />N6634'25" W <br />� <br />36.67'' " <br />3.00' <br />I <br />`- <br />N68034'25" W <br />� <br />2 <br />Q� �+� <br />Lfi <br />.36.67' <br />J <br />� <br />ui <br />X N-' <br />L4 <br />u") <br />� <br />� <br />L3 <br />3.34' ( <br />f <br />5 "w+� <br />�,, <br />0 <br />88 an ( <br />co <br />f <br />;o <br />00 26741 SQ FT <br />to <br />2985± SQ FT cy 10' SDE <br />ct� <br />5' PSDE ... `_ �..,. � <br />., -- -- --- � 30.10 • <br />77.00 42.50 <br />3034'25" W 119.504 <br />PARCEL Q r 30.00 30 +00 <br />......,,_ , , 18.94 <br />N 67*28'19" W 100.58' N 6649`1 6r 198.44' T <br />PCL 2 PA &PUE 1 <br />(VS PM 40) 2002-0435164 <br />II =O SUBDIVISION 837 � <br />\\0ds1\DATA\CJV]1,__\1`\1 .)195\dwg Z_ g <br />m 11 6/1//'-)00,3 !:'/I:Z-O PM, is <br />w <br />V) <br />w <br />w <br />W <br />n <br />[mil I <br />C� <br />B= <br />545x824.33 <br />X = 1,471,1 70.34 <br />COURSE TABLE <br />COURSE <br />BEARING <br />LENGTH <br />L1 <br />N2 TO25'35» E <br />5,00' <br />L2 <br />N21'2535" E <br />13.83' <br />L3 <br />N88'34'257 W <br />1.33' <br />L4 <br />N 68"3425' W <br />4.33' <br />L5 <br />N21 `25'35" E <br />4.00'. <br />L8 <br />N6Er34'25"i <br />5.88' <br />CURVE TABLE <br />COURSE <br />RADIUS <br />DELTA <br />LENGTH <br />C 1 <br />4.00' <br />90000100" <br />8.28' <br />C2 <br />1.50' <br />90000'00" <br />2.35' 7 <br />BAS I a F B EAER I b) GO <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 PACES <br />25 --34r CONTRA COSTA COUNlY RECORDS, CALIFORNIA <br />COORDINATE SYSTEM ZONE 3. <br />IES N <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 />3. LOTS WITH STREET"` FRONTAGE SHALL HAVE SIDE <br />LINES DEFINED BY CROSSES ON TOP OF CURBS AT <br />LOT LINE PROLONGATIONS. <br />4. Zx27 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 />5. ALL STREETS SHOWN HEREIN (PARCELS B THROUGH N. <br />A STREET AND B STREET) ARE PUE AND EVA. <br />20 0 20 40 <br />IN FEET ) <br />1 inch = 20 ft. <br />CHI <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: t" = 20' <br />sw 0 zoos <br />CSW/STUBER .. STROEH <br />St 2 ENGIN ING GROUP, INC. <br />CONSULTING ENGINEERS <br />790 DeLOng Ave., Novato, CA. 94945 <br />(415) 892 -4763 FAX (415) 892 -4502 <br />SHEET 14 OF 14 <br />\142195\DWG\FM14.DWG <br />3 M-1 r-M4 A <br />XREF: FM. DWG <br />