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a <br />ji <br />s <br />z <br />d <br />x <br />COURSE TABLE <br />COURSE <br />BEARING <br />r <br />1 <br />146634'32"'x'. <br />r <br />F14 <br />L <br />COURSE TABLE <br />COURSE <br />BEARING <br />r <br />L13 <br />146634'32"'x'. <br />f <br />F14 <br />L <br />N68'34132" <br />13.83' <br />L15 <br />N21'25'29' E <br />1.33' <br />r <br />N21'25'29' E <br />2,33' <br />L17 <br />r <br />4.00' <br />L18 <br />J <br />3.66' <br />9.50' <br />90000'00" <br />r <br />C17 <br />26.50' <br />90600'0T <br />r <br />C18 <br />26.50' <br />52' 1 0'32" <br />COURSE TABLE <br />COURSE <br />BEARING <br />LENGTH <br />L13 <br />146634'32"'x'. <br />5.00' <br />F14 <br />L <br />N68'34132" <br />13.83' <br />L15 <br />N21'25'29' E <br />1.33' <br />L16 <br />N21'25'29' E <br />2,33' <br />L17 <br />N68'34'3Z *W <br />4.00' <br />L18 <br />N21 °25'28" E <br />3.66' <br />aww <br />� ��� <br />PARCEL 0 <br />PA &PUE <br />`.002- 435163 <br />ADJ. PARCEL 4 0 <br />!002 -- 435185. <br />0 <br />CURVE TABLE <br />COURSE <br />RADIUS <br />DELTA <br />LENGTH <br />Cl <br />4.00' <br />90000000" <br />6.28' <br />C2 <br />1.50' <br />90'00'30" <br />2.36' <br />V F 4 <br />33.00 * - <br />5555 "20!i <br />3.41 ' <br />C15 <br />33.00' <br />35013" 1 S' <br />20.29' <br />C16 <br />9.50' <br />90000'00" <br />14.92' <br />C17 <br />26.50' <br />90600'0T <br />41.63' <br />C18 <br />26.50' <br />52' 1 0'32" <br />24.13' <br />E.C19 <br />26.50* <br />3749"29' <br />17.49' <br />W <br />PCL 3 °' <br />k <br />(3 <br />-187 PM 28-33) <br />NI 68'34'32" W <br />30.17' <br />W <br />00 <br />cq <br />40 <br />CISI <br />z <br />04 45 <br />539.88' (T) <br />41.33' <br />mum � <br />�.. <br />41.33' <br />R <br />19t <br />c �J <br />• <br />31.17' <br />°, 2853± SO FT L13 c� 5' PSDE 0 L13 44 � <br />� � <br />� 2615± SO FT <br />-- 36.33' 36.33' `'- <br />w - ,...- ..rte .._ . � w <br />c%j r N 68 34 32 72.66 L <br />N N /-00 (n �- PARCEL C 2564± SO FT , - <br />EBMUD CLEARVIEW CT. 0 l w <br />to WC1 D 00 <br />L14 � L14 <br />fy 67.67' __ 54.00' <br />4 <br />�. N6Er34$32"W <br />f IZZ7 <br />co <br />c <br />�U <br />!! <br />46 <br />421 0± SO FT <br />q " <br />, # <br />CO <br />L 17 .. <br />N68'34'32"ilk <br />4.20' <br />.__.. <br />04 k) <br />7.09 <br />/ <br />N66343ZW <br />00 <br />13, <br />1 3' <br />to <br />cN <br />LO <br />N <br />to <br />00 <br />44 <br />4 <br />to Q <br />100 <br />L <br />C4 <br />N <br />N <br />to <br />2054± SQ FT bo <br />h <br />�►- rto <br />N <br />z <br />� <br />to <br />4o <br />t l <br />Z <br />0'' <br />fi <br />5 PSDE <br />;-- <br />, 12054± SO <br />FT -.ow <br />5 PSDE <br />47 <br />U 1 <br />� <br />N <br />40.20' <br />f. a. <br />Monument to Monument �-- l <br />.. .�... <br />. <br />11 ± S FT <br />z <br />LLj <br />D <br />. <br />0 <br /># <br />°, 2853± SO FT L13 c� 5' PSDE 0 L13 44 � <br />� � <br />� 2615± SO FT <br />-- 36.33' 36.33' `'- <br />w - ,...- ..rte .._ . � w <br />c%j r N 68 34 32 72.66 L <br />N N /-00 (n �- PARCEL C 2564± SO FT , - <br />EBMUD CLEARVIEW CT. 0 l w <br />to WC1 D 00 <br />L14 � L14 <br />fy 67.67' __ 54.00' <br />4 <br />�. N6Er34$32"W <br />f IZZ7 <br />co <br />c <br />�U <br />!! <br />46 <br />421 0± SO FT <br />q " <br />, # <br />CO <br />L 17 .. <br />N68'34'32"ilk <br />4.20' <br />13.78' <br />. <br />LAJ <br />M <br />Z <br />W <br />'to <br />p� <br />N Lj t J <br />b LLJ <br />� N <br />Vol <br />1 3.80' <br />ft <br />a <br />r�l <br />.__.. <br />04 k) <br />7.09 <br />/ <br />N66343ZW <br />IVES "34'32 <br />13, <br />1 3' <br />to <br />r <br />4 <br />1468'34'3 <br />w <br />h <br />0 <br />l <br />w l <br />ate l <br />48.00' <br />"0 <br />co <br />� <br />� <br />� <br />L17 <br />So t <br />l <br />t l <br />� <br />'q= <br />0'' <br />� <br />� <br />�' <br />C <br />f w <br />� <br />2278± SO F <br />I <br />47 <br />U 1 <br />� <br />•-- i <br />40.20' <br />f. a. <br />Monument to Monument �-- l <br />.. .�... <br />. <br />11 ± S FT <br />z <br />� <br />13.50 s � <br />, <br />l <br />54`7.83 (T} <br />s <br />E <br />59.50' <br />#s <br />13.78' <br />. <br />LAJ <br />M <br />Z <br />W <br />'to <br />p� <br />N Lj t J <br />b LLJ <br />� N <br />Vol <br />1 3.80' <br />ft <br />a <br />r�l <br />1430 45 <br />04 k) <br />7.09 <br />/ <br />IVES "34'32 <br />520.64' T � <br />�� <br />l <br />r <br />4 <br />1468'34'3 <br />h <br />0 <br />l <br />48.00' <br />r <br />l <br />l <br />(0 <br />0) <br />l <br />47 <br />U 1 <br />� <br />•-- i <br />40.20' <br />198.79' <br />Monument to Monument �-- l <br />.. .�... <br />11 ± S FT <br />� <br />13.50 s � <br />, <br />�� <br />1468 34 32 � <br />54`7.83 (T} <br />O <br />h <br />WAVERLY <br />� <br />DRIVE <br />jj � � <br />o <br />10=, <br />00 %ftoodl <br />0 <br />-0 <br />(6 <br />N <br />h w �i ' <br />0 <br />Id- <br />fn ! <br />FR U D <br />a. N 0 cn N <br />M • A I <br />5.57' ' <br />�� _ z <br />.�. �... 68° 34' 32" III -. ,. �... <br />58.17' I <br />48 <br />WCWD <br />N 68!3432!' W <br />560.83' (T) <br />� I <br />� I <br />� 56 55 <br />SEE SHEET 11 <br />(IrirI <br />1. <br />n <br />AT <br />15AS15 QE BE:AR--IN '* <br />THE BASIS OF BEARING SHOWN HEREON IS THE MONUMENT <br />LINE OF SAID 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 <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 />40 2'x2" HUBS TAGGED RCE 32110 SHALL BE SET AT <br />REAR LOT. CORNERS. <br />5. PRIVATE STORK 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 />-0 - <br />Y == 545,824.33 <br />X 1,47.1,17 -.34 <br />IIUBDH v\,, H,","-HON '00.637 <br />T.xUMffL"Q FAHI.-m-WAYO&O <br />BEING <br />PORTIONS OF PARCELS 2, 3 AND 4 AS SHOWN ON <br />MS 752-98 RECORDED <br />PARCEL MAPS PAGE 40 ON MAY 17$ 1999 <br />DOC, <br />CONTRA COSTA COUNTY RECORDS. <br />CITY OF RICHMOND <br />COUNTY OF CONTRA COSTA STATE OF CALIFORNIA <br />MAY 2003 SCALE,-. 1 20' <br />0 2003 <br />csw CSW/STUBER-STROEH <br />St 2 <br />R R i Ji <br />I <br />I <br />CONSULTING ENGINEERS <br />r ; ♦ • ■ <br />i <br />i <br />(415) 892-4763 FAX (415)i <br />SHEET # OF 14 i <br />\142195\DWG\FM10.DWG <br />XREF: FM.OWG <br />3z) 61581.4 <br />