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SEE SHEET 11 <br />43 + 40.01 PHASE 1 f <br />?� PHASE 2 L10' P. S. D.E. <br />(TYP.) <br />I I <br />I <br />I <br />I <br />I <br />/ / I <br />I <br />I <br />I <br />I I <br />I <br />II <br />I 129.5 <br />11+00 <br />S=0.0— 0--2 5- <br />55 <br />56 <br />57 <br />58 <br />1.23 AC. <br />1.78 AC. <br />1.17 AC. <br />0.97 AC. <br />12" SD <br />12+00 <br />0 <br />U 12y \NPV1 f I <br />! N I 9! w I <br />76 1 I 75 <br />I <br />0.97 AC. <br />1.00 AC. <br />II <br />I <br />II <br />5 FL <br />7 <br />----- -- - - -- <br />Gry,EGEG <br />1� tio`7 <br />N <br />70' P.S.D.E. (TYP.) <br />I <br />I <br />74 <br />1.00 AC. <br />s- <br />13 + DO s <br />p <br />CONSTRUCT 6'-2" HIGH DIRT BERM. <br />SEE DETAIL SHT. 28 <br />,5 . 00 <br />73 <br />1.00 AC. <br />PHASE <br />q 125. <br />LOT A <br />WELL SITE <br />w <br />0 <br />16 + 00' 33 %263 <br />G F� o TC <br />A2 00 <br />'��' �Q• l rn <br />5 <br />'1 + <br />1 1 <br />1 <br />11 <br />72 1 <br />`1 <br />�, X1.00 AC. 1 <br />�1 <br />1 <br />127.0 FL <br />SEE SHEET 6 <br />02 <br />S,o 0 <br />SID 1� <br />I,< <br />I !! � PHASE 2 A 124.94 <br />e <br />CONSTRUCT 6'-0" MASONRY WALL <br />SEE DETAIL SHT. 28 <br />3.1 i <br />3' <br />EX. <br />HOUSE <br />EX. <br />YARD <br />"A <br />115.71 IN 24 11. �ATERAI <br />120.26 INV. <br />4'Q <br />110 <br />`\Cn <br />\ <br />\ o <br />1 \ <br />\ <br />\ <br />SWALE. SEE DETAIL \ <br />SHEET 28 (TYP.) <br />70 <br />11 1.00 AC. \ <br />71 \\ <br />1.00 AC. <br />\ <br />\ 126.0 FL <br />126.5 FL 1 n <br />PHASE I <br />r PHASE I ; , S <br />;ep <br />12 k, \ <br />00 <br />tiG S�A�F <br />J X \ <br />61/ <br />68 <br />\ \ 1.00 AC. <br />69 \ \ <br />1.00 AC. <br />\ <br />DILLON &MURPHY <br />CONSULTING CIVIL ENGINEERS <br />rss � <br />k 4 ; ENGINEERING o PLANNING e SURVEYING <br />- 6 1820 W. KETTLEMAN LANE, SUITE E, LODI, CALIFORNIA 95242 (209) 334-6613 <br />-K=ip IMPROVEMENT PLANS FOR TRACT NO. 2927 <br />!F'll CASTELLO ESTATES <br />GRADING AND DRAINAGE PLAN <br />TR E T- <br />ANDIAA AT7T)9TPi STREET <br />A WATER WELL WAY GREENWOOD WAY A <br />A <br />APRIL, 2000 <br />SAN JOAOUIN COUNTY <br />REV. NO. <br />DESCRIPTION <br />DATE <br />Aj <br />STREET NAMES <br />11 -03 <br />SCALE: 1" = 40' <br />BENCH MARK:BB-42EL• 138.58 <br />BRASS CAP S/W CORNER OF <br />CULVERT 114' NORTH <br />SHEET <br />Q <br />LOT CHANGES <br />11 03 <br />DRAWN BY: SM/MT <br />5 <br />BERM <br />1 1 - 03 <br />DESIGNED BY: JMCONCRETE <br />OF 30 SHEETS <br />OF LINNE RD. ON THE WEST SIDE <br />OF MAC ARTHUR ROAD. <br />A <br />GRADE CHANGES <br />11 03 <br />CHECKED BY:CD <br />JOB NO. <br />9877 <br />COMP. ME W77P05 <br />© <br />MISC. <br />1 1 --03 <br />AS BUILT BY: BH 11-03 <br />