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ASSESSOR'S MAP <br />CONTRA COSTA COUNTY,CALIF. <br />BOOK PAGE35 22 <br />A <br />V <br />E <br />. <br />1270.5' (?) <br />27 <br />N <br />O <br />R <br />T <br />H <br />1270.5' (?) <br />1287' (?) <br />23 <br />AVE. <br />SE COR. OF SW 1/4 <br />SEC. 25 <br />105/27 <br />1287' <br />EAST <br />145'168.54' <br />N <br />. <br />D <br />.N <br />. <br />D <br />. <br />N <br />. <br />B <br />. <br />S <br />O <br />U <br />T <br />H <br />6 <br />6 <br />8 <br />. <br />8 <br />7 <br />5 <br />' <br />145'168.54 <br />6 <br />4 <br />2 <br />. <br />5 <br />9 <br />N <br />0 <br />° <br />18 <br />' <br />E <br />S.in. 392 OR 135 <br />05 <br />31 <br />WEST <br />21 <br />220 <br />4 <br />34 <br />P.B. <br />25 30 <br />"B" <br />4 <br />26 <br />27 <br />"A" <br />M/R <br />BELOW 500' <br />(.25Ac.)(.81Ac.)DED. To Co. <br />N <br />0 <br />° <br />18 <br />' <br />E <br />N <br />0 <br />° <br />18 <br />' <br />E <br />N89°46'48"E <br />N89°46'48"E <br />N89°46'45"E <br />180.00 <br />180.00 <br />2 <br />4 <br />5 <br />. <br />0 <br />0 <br />329.99 <br />660 <br />330 <br />2 <br />4 <br />5 <br />. <br />0 <br />0 <br />N <br />0 <br />° <br />18 <br />' <br />E <br />6 <br />4 <br />1. <br />9 <br />4 <br />330'330' <br />300.00'332.92' <br />50' <br />5 <br />0 <br />' <br />2 <br />6 <br />7 <br />. <br />0 <br />0 <br />N <br />O <br />R <br />T <br />H <br />N89°40'E <br />2 <br />9 <br />7 <br />. <br />0 <br />2 <br />9 <br />7 <br />. <br />0 <br />5 <br />' <br />N <br />0 <br />° <br />18 <br />' <br />E <br />N <br />0 <br />° <br />19 <br />' <br />4 <br />0 <br />" <br />E <br />N0 <br />° <br />0 <br />5 <br />' <br />2 <br />0 <br />" <br />E <br />N89°40'E <br />331.83 300.00 <br />4 <br />5 <br />4 <br />' <br />3 <br />0 <br />' <br />3 <br />0 <br />' <br />2 <br />9 <br />7 <br />. <br />0 <br />0 <br />' <br />13' DEDICATED DRAIN EASE. <br />10 11 <br />2 <br />4 <br />"A""B" <br />23 <br />4 <br />LAUREL <br />O <br />' <br />H <br />A <br />R <br />A <br />660' <br />6 <br />6 <br />2 <br />. <br />5 <br />0 <br />S.W. COR. <br />SEC. 25 <br />28 <br />"B" <br />"D" <br />"A" <br />30' R/W (.44Ac.) <br />Co. FLOOD 16' STORM DRAIN <br />16 <br />' <br />345.0'1 3 <br />21 <br />13 <br />5 <br />. <br />0 <br />' <br />300.0' <br />300.0' <br />13 <br />5 <br />. <br />0 <br />' <br />27.5'S <br />O <br />U <br />T <br />H <br />2 <br />9 <br />7 <br />. <br />0 <br />' <br />N89°40'43"E <br />N <br />0 <br />° <br />18 <br />' <br />E <br />N <br />0 <br />° <br />18 <br />' <br />E <br />27.5 <br />4 <br />0 <br />' <br />645.0 <br />5 <br />5 <br />4 <br />' <br />2 <br />5 <br />7 <br />. <br />0 <br />' <br />N <br />0 <br />° <br />18 <br />'E <br />N89°40'E <br />N89°40'28"E <br />N89°40'E <br />456 OR 60 4/8/38 <br />1 <br />A <br />V <br />E <br />. <br />W.‚COR. SEC. 25 <br />EAST CONTRA COSTA CANAL <br />CT.O'HARA <br />3 <br />10' IRRIGATION <br />EASEMENT 10' DEDICATED <br />DRAIN. EASE <br />34 <br />"D""C" <br />"C" <br />2 <br />12 13 <br />•INT. M/R <br />BELOW <br />500' <br />13' DEDICATE <br />DRAIN. EASE <br />WEST <br />279.82 300.00 <br />1320 <br />2 <br />6 <br />7 <br />. <br />0 <br />0 <br />N <br />0 <br />° <br />0 <br />5 <br />' <br />2 <br />0 <br />" <br />E <br />2 <br />9 <br />7 <br />. <br />0 <br />0 <br />' <br />33 <br />745' <br />.69Ac. <br />S88°40'W 21 <br />24 <br />0 <br />' <br />50 <br />POWER LINE R/W <br />596 OR 322 <br />8P.M. 20 & 21 <br />15 P.M. 6 <br />32P.M.50 <br />61P.M.48 & 49 <br />- 4/25/69 <br />12/18/70 <br />3-28-74 <br />1-16-78 <br />2- <br />4- <br />1"=200' <br />R <br />O <br />S <br />E <br />17.31Ac. <br />9.73Ac. <br />POR. SW‚ SEC. 25 T.2N., R.2E., M.D.B.&M. <br />Sanborn Date : 02/07/1999 <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 />OR BUILDING SITE ORDINANCES. <br />MAY NOT COMPLY WITH LOCAL LOT SPLIT <br />1- <br />3- <br /> 05 <br />3.78Ac <br />3.45Ac <br />.93Ac <br />9.75Ac <br />1.01Ac <br />3.85Ac <br />4.87Ac 2.23Ac 2.50Ac <br />2.04Ac2.26Ac <br />2.21Ac 2.04Ac <br />12.64Ac <br />12.04Ac <br />220 <br />10/08/14 <br />624.45 <br />625.70 <br />112 <br />. <br />2 <br />2 <br />2 <br />0 <br />6 <br />. <br />7 <br />8 <br />2 <br />5 <br />7 <br />. <br />0 <br />0 <br />30.00 <br />30.00 <br />31.64 <br />R=20.00 <br />31.20 <br />R=20.00 <br />1 <br />N89°29'59"W 385.27 60.83 43.19 80.62 128.96 <br />23.2938.1841.95 <br />10.08 <br />4.51 <br />29.395 <br />6 <br />. <br />0 <br />0 <br />21.80 <br />30.94 <br />25.64 <br />56.00 <br />14.41 <br />25.35 <br />104.28 <br />N <br />0 <br />1° <br />0 <br />1' <br />13 <br />" <br />E <br /> <br />19 <br />3 <br />. <br />5 <br />1 <br />35 <br />6 <br />10 <br />. <br />0 <br />4 <br />6 <br />6 <br />8 <br />. <br />8 <br />7 <br />5 <br />4 <br />5 <br />4 <br />. <br />0 <br />0 <br />35 <br />CITY <br />CITY <br />CITY