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9+59 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 <br /> EXIST f GRADE e r r O o EXIST � GRADE <br /> PROPOSEDo PROPOSED <br /> GRADE GRADE <br /> 80 80 <br /> m J <br /> � m <br /> w p <br /> w <br /> 79 w 79 <br /> w V <br /> + p <br /> O <br /> 78 78 <br /> I, I, PROPOSED CL GRADE <br /> - 5=00000 <br /> 77 5=+00008 77 <br /> S EXISTING GRADE <br /> ---- ------ - <br /> 76 ' I <br /> --- ---- 76- <br /> 75 ------------ <br /> 75 <br /> ----------------- <br /> ------------------ - <br /> ------ <br /> 74 74 <br /> 18" CMP PIPE <br /> FL 73.20 <br /> i <br /> 73 - 73 <br /> BERKELEY WAY <br /> SCALE: HORIZ. 1"=40' <br /> VERT. 1 "=1 ' <br /> a MUNRO ORCHARD TRACT NO. 2 <br /> U42 <br /> M. &, P. 70-52, SJC.R- <br /> LOT 25 LOT 24 c`•j5s <br /> LOT 17 LOT 16 LOT -9 <br /> TURNAROUND W/41' RADIUS <br /> SEE SJC STD DWG NO R-18 p z m p I <br /> - \ & F-la 10' P.U.E. TO BE RECORDED o M <br /> BY SEPARATE DOCUMENT EXISTING PVC STANDPIPE x o w z EXIST. 40' R/W <br /> EDGE OF PAVEMENT BERKELEY WAY w - I w <br /> i <br /> \ TO BE ABANDONED PER M.&P. 10-52 _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ <br /> % �• ��- - - - - - - - - - - - - - -- - - - - - - - -- <br /> - - - - - - - - - -- - - - - - - - - - - - <br /> * w <br /> I iv 3 15+00 16+00 17+00 18+00 i9+00 20+00 2100 <br /> I 10 00 11+GO 72+00 N 13+00 14+00 ____ _ _ _ _ _ _____ _____ _ _ _ _______ _ ______ _ _ <br /> - m I F <br /> lSTA 9+54.50 ---- ---- — --------------' —'---- ---------- ------------------------------ <br /> INSTALL TERMINATED STIR •\ /' EX STING 1 CMP P <br /> I B IPE <br /> -- - - - - - - - — - --- - -- - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - -- - - - - - - -- - - - - - - - - i a TO REMAIN IN PLACE 0 <br /> BARRICADE SIGN (W31) 1 `� EP R=50' `v I <br /> 4 •�•- - i EDGE OF PAVEMENT INSTALL FILTER ROLLS (1YP.) j o a a NOTES I <br /> z 1. PRIOR TO OCCUPANCY, EACH PARCEL OWNER SHALL CONSTRUCT <br /> - - 10' P.U.E. TO BE RECORDED 3 v 5 A DRAINAGE RETENTION POND (OR PONDS) SO AS TO ACCOMMODATE W I r7 <br /> STA 10+00 e a <br /> BY SEPARATE DOCUMENT 4 ,,, p LOT 75 A TOTAL VOLUME OF 28,000 cu.ft. OF STORM DRAINAGE RUNOFF. ALL LOT 10 Z I <br /> CENTER OF CUL-DE-SAC z < J <br /> INSTALL MONUMENT FRAME & COVER iP o z o o PONDS SHALL NOT EXCEED 18 INCHES IN DEPTH AND MUST CONFORM IW <br /> LOT 23 < TO SAN JOAQUIN COUNTY IMPROVEMENTS STANDARDS. LOCATION AND = I2 <br /> LOT 26 PER SJC STD. DWG. NO. CW-Mi e ���� LOT 18 z DEPTH OF THE POND(S) SHALL APPEAR ON THE GRADING PLAN OR U I1n <br /> 4 o BUILDING PLAN AS SUBMITTED TO THE SAN JOAQUIN COUNTY BUILDING Q I W <br /> wow z DEPARTMENT FOR APPROVAL. THE GRADING OF EACH PARCEL SHALL BE � I N <br /> SCALE: 1 "= 40' ~ m DESIGNED, GRADED AND MAINTAINED TO RETAIN ALL IRRIGATION AND STORM <br /> DRAINAGE (INCLUDING ROADWAY DRAINAGE) ON SITE. <br /> i <br /> � I <br /> � I <br /> i <br /> 0 <br /> � M <br /> R <br /> SEAL <br /> rro. oesRRlRTior ° " S �,M WANTONIO M . CONTI - CIVIL ENGINEER JOB "°. 03013 ROADWAY IMPROVEMENTS SHEET <br /> P.O. BOX 1396 PHONE (209) 476-0970 DATE 0-2-03 n <br /> DATE. II <br /> WOODBRIDGE, CALIFORNIA 95258 I DESIGN sic BERKELEY WAY L <br /> f 6�oTi <br /> 0^ N-A L L R.C.E. NO: 62009 DRAWN sic <br /> A. M. CONTI, CIVIL ENGINEER EXP. DATE: 9 05 CHECKED AMC STOCKTON , CA OF a SHEETS <br /> 30 <br />