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ASSESSOR’S MAP <br />CONTRA COSTA COUNTY,CALIF. <br />BOOK PAGE193 90 <br />1"=100’ <br />19 <br />900 <br />900 <br />Q-16 <br />1996 ROLL- <br />18 <br />89 <br />18 <br />18 <br />02 <br />03 <br />04 <br />05 <br />01 <br />07 <br />08 <br />09 <br />13 <br />15 <br />06 <br />12 <br />N75^5 <br />7 <br />’ <br />3 <br />5 <br />" <br />W <br />53.20 <br />N75^5 <br />7 <br />’ <br />3 <br />5 <br />" <br />W <br />55.93 25.0915N80^43’1 <br />0 <br />" <br />W <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />1 <br />8 <br />9 <br />. <br />9 <br />2 <br />N80^43’1 <br />0 <br />" <br />W <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />1 <br />9 <br />2 <br />N14^2’25"E <br />5.09 <br />R=75 <br />98.47 <br />R=100 <br />131.3 <br />0 N15^21’43"E 100.61N24^3’6"E 161.28R=2542.75 <br />N49^31’ <br />3 <br />4 <br />" <br />E <br />N1^56’21"W157.36N74^10’2 <br />6 <br />" <br />E <br />90 <br />. <br />6 <br />4 N2 <br />5 <br />^ <br />3 <br />0 <br />’ <br />5 <br />7 <br />"W <br /> <br /> <br /> <br /> <br /> <br />1 <br />7 <br />9 <br />. <br />6 <br />7 <br />N <br />3 <br />9 <br />^ <br />1 <br />3 <br />’ <br />2 <br />2 <br />" <br />W <br /> <br /> <br /> <br />1 <br />5 <br />1 <br />. <br />6 <br />2 <br />89.96 <br />1 <br />7 <br />4 <br />. <br />3 <br />2 <br />1 <br />6 <br />2 <br />. <br />8 <br />7 <br />193.99 R=253 <br />1 <br />. <br />4 <br />0 <br />R=11223.8033.92R=31252.83N88^32’40"E <br />R=88 <br />9.16 <br />R <br />= <br />2 <br />0 <br />0 <br />13 <br />2 <br />. <br />5 <br />0 <br />R <br />= <br />2 <br />1 <br />2 <br />. <br />5 <br />080.42 <br />N <br />3 <br />8 <br />^ <br />W <br /> <br /> <br /> <br /> <br />1 <br />3 <br />4 <br />. <br />7 <br />3 <br />N <br />3 <br />8 <br />^ <br />W <br /> <br /> <br /> <br /> <br />1 <br />2 <br />1 <br />. <br />8 <br />6R=4025 <br />58.12N44^43’12"E30.299 <br />8 <br />. <br />2 <br />1 <br />10 <br />0 <br />115 <br />N2 <br />8 <br />^ <br />4 <br />5 <br />’ <br />2 <br />4 <br />"WN63^21’18"W <br /> <br /> <br /> <br /> 137 <br />N79^28’ <br />3 <br />7 <br />" <br />W <br />75.4840.5246.83 <br />R=550 <br />130.28 65.9954.82172.89186 <br />.14 <br />58.41 <br />85.29N3^16’20"E 112.52186.0215 <br />3 <br />. <br />8 <br />7 <br />141.32 <br />153.03 <br />124.68 <br />N11^48’41"EN35^E139.98121.43N3 <br />1 <br />^ <br />4 <br />1 <br />’ <br />1 <br />4 <br />"W <br />39 <br />. <br />1 <br />2 <br />39.75 184.01183.95N4^23’52"WN88^13’6"E N12^34’49"E199.99N48^10’3 <br />0 <br />" <br />E <br />275.58106.83 <br />6 <br />2 <br />. <br />7 <br />5 <br />1 <br />2 <br />7 <br />. <br />6 <br />9 <br />32 <br />10 <br />5 <br />120.87 <br />63.42R=25R=22510 <br />3 <br />. <br />2 <br />15R=125 <br />122.31 <br />64.5447.99N4^31’25"E 261.51N78^11’ <br />1 <br />9 <br />" <br />W <br />N6 <br />7 <br />^ <br />2 <br />9 <br />’ <br />5 <br />5 <br />" <br />W <br />N86^43’40"W <br />N86^43’40"W42.08R=125101.6 <br />2 <br />49.57 <br />88.20130.3180.71 <br />54.16N26^38’42"EN26^38’42"EN26^38’42"EN63^21’18"W 234.79N29^45’EN57^47’5"WN15^41’58"W <br />38.18N27^58’12"EN58^45’39"W4646R= <br />8 <br />2 <br />3 CHILDERS CT( P <br />V <br />T <br />. <br /> <br />R <br />D <br />. <br /> <br />)SERAFIX RDPVT. STORM DRAIN EASE.F <br />O <br />R <br /> <br />A <br />S <br />S <br />E <br />S <br />S <br />M <br />E <br />N <br />T <br />S <br />E <br />E <br /> <br />1 <br />9 <br />3 <br />- <br />8 <br />9 <br />0 <br />- <br />0 <br />3 <br />1 <br /> <br /> <br /> N5^22’1"E 30.59( 38’ P <br />V <br />T. <br />R <br />D. <br />)191924 <br />N0^5’48"E 33.92R=28822.4632.84N24^36’EN46^34’51"W PVT. STORM DRAIN EASE.CHILDERS CTSERAFIX RDRD27 <br />28 <br />18 <br />19 <br />20 <br />21 <br />22 <br />23 <br />24 <br />25 <br />26 <br />MATCH <br />E <br />M <br />CT <br />PCL C <br />SUMMIT <br />"E" <br />C\L 15’ EMERGENCY <br />& EQUIS.-PED. EASE.38.623 <br />0 <br />. <br />7 <br />5 <br />.23AC <br />PURPOSES ONLY. NO LIABILITY IS ASSUMED <br />FOR THE ACCURACY OF THE INFORMATION <br />NOTE: THIS MAP WAS PREPARED FOR ASSESSMENT <br />DELINEATED HEREON. ASSESSOR’S PARCELS <br />MAY NOT COMPLY WITH LOCAL LOT SPLIT <br />OR BUILDING SITE ORDINANCES. <br />33.30 <br />60.25 <br />94.26 <br />.628Ac. <br />FM PG 18 10-06-95 <br />POR TRACT 7633 MB 381-36 (STONEBRIDGE ESTATES) <br />15 <br />2/2/05 <br />S33^41’03"E <br />29.36 <br />N35^09’35"E <br />31.59 <br />N89^41’38"E <br />25.76 <br />(.025Ac) <br />N <br />4 <br />8 <br />^ <br />1 <br />8 <br />’ <br />2 <br />3 <br />" <br />W