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z 10 Ts OF <br />CLEM/NG <br />& 6!R4/98/NG <br />46 <br />i <br />44 <br />42 <br />4.0 <br />3s <br />36 <br />34 <br />;z. <br />Y <br />i <br />/a <br />L /NUS OF CLEAR//1/G 8 GRUBBING <br />I i iil o 0 <br />lil w <br />REMUVEFX/ST. RA// -ROAD <br />TRACkS WI THIN 2 FEET OF <br />f /J EDGE OF EXCAVAT/ON <br />Q <br />V <br />30' , 30, <br />II <br />�1 <br />REMO!/E EXA,S7 /8" <br />STua 8 PLUG OPEnIIA6 1 <br />WITH $R/Ck•S S MORTMR <br />Ih <br />IIS <br />Ili <br />�P <br />I` jl <br />EXIST. 24" S. D. <br />f <br />K <br />y 2 2 <br />c <br />co <br />o <br />ao a� ao ati <br />z <br />g <br />O 4UG EX/ST/IW CULVERT AND BOTH ENX OF <br />� <br />a <br />EX/ST/N¢ X DR WITH CbNCRETE <br />R <br />�� I � <br />V M <br />4 <br />i <br />h <br />h� <br />Qul� <br />CGS <br />N <br />cohr. <br />L. F <br />.914 ALT PIPE <br />S= a 00&5� <br />CONST. 46 Z. F. t <br />18 "1014. AL7 PIPE <br />5= o. 0/6 <br />14 _ /I /G <br />SUBMITTED ?ATE APS ^VED <br />Future !Nater <br />Moira <br />STREET <br />3 <br />p N Z <br />oc <br />%D 00 <br />in � <br />3o' <br />PLAN <br />SCALE: 1 "=50' <br />y <br />X222 �W <br />Knew <br />Frr5r. 2"GAS <br />rO BE REL 0CTEO <br />BYPG&£ <br />12 ` D/A• AZT. P1PE <br />S70RO 0RAliV LATERALS <br />SEE NOTE N0.3 <br />DATE <br />.. I <br />b <br />y 2 2 <br />c <br />�I <br />o <br />ao a� ao ati <br />O 4UG EX/ST/IW CULVERT AND BOTH ENX OF <br />EX/ST/N¢ X DR WITH CbNCRETE <br />R <br />�� I � <br />3 <br />Q'q <br />hq <br />�N I � <br />N <br />CGS <br />N <br />i <br />3o'I <br />STREET <br />3 <br />p N Z <br />oc <br />%D 00 <br />in � <br />3o' <br />PLAN <br />SCALE: 1 "=50' <br />y <br />X222 �W <br />Knew <br />Frr5r. 2"GAS <br />rO BE REL 0CTEO <br />BYPG&£ <br />12 ` D/A• AZT. P1PE <br />S70RO 0RAliV LATERALS <br />SEE NOTE N0.3 <br />DATE <br />.. I <br />b <br />o-��E <br />l*"r/ST. <br />SEWER <br />cw:/. <br />15, ,D <br />O <br />0 <br />x <br />0 <br />N <br />CONSTRUCTION/ NOTES <br />1. - <br />■m <br />I <br />3. <br />va <br />O REM0l1E . EX/S7/NG D. I. S AND V.PR. AT <br />o <br />ao a� ao ati <br />O 4UG EX/ST/IW CULVERT AND BOTH ENX OF <br />EX/ST/N¢ X DR WITH CbNCRETE <br />R <br />o-��E <br />l*"r/ST. <br />SEWER <br />cw:/. <br />15, ,D <br />O <br />0 <br />x <br />0 <br />N <br />CONSTRUCTION/ NOTES <br />1. - <br />■m <br />I <br />3. <br />O REM0l1E . EX/S7/NG D. I. S AND V.PR. AT <br />STAT/ONS /7109 4(/9 /811,0.9-t. <br />O 4UG EX/ST/IW CULVERT AND BOTH ENX OF <br />EX/ST/N¢ X DR WITH CbNCRETE <br />R <br />EX/S71AIGr 2" GAS TO BE RELOCATED <br />OVER PROPOSED 12" LATERAL By PACIFIC <br />GAS & ELECTR/C. <br />I <br />%su n� <br />C <br />GRADE TO DRAIN TO NEW STORM DRA/i1/ /NLETS <br />r _ <br />—® <br />GRADING SHAZ4 BE L /M/ TED TO W/TH/N 20 FEET <br />FaR4e r IrV OF 40.1. CTYP/CAL OF FOUR) <br />c, <br />LEGEND <br />Nil <br />--8'iN PYATER MA/N B SIZE <br />GAS L /NE 8 SIZE <br />6'SS SANITARr SEWER & SIZE <br />UNDERGROUNG ELECTRIC <br />T TELEPHONE C4BLE <br />-- 2-4SD--- EX/STING STORM DRAIN 8 SIZE <br />NOTES <br />ALTERNATE PIPE FOR STORM SEWER SHALL 8E: <br />1. RE/NFOA D COMM/ --7E STORK SEWER PIPE, CLASSIL, <br />00NF0RAY/IVC,' TO SECT/ON E5 OF THE STANDARD <br />ST°41CIF/C47/ONS. <br />2. ASBESTOS—CEMENT PIPE, CLASS 2400, COFORM/NG <br />TO SECTION 64 OF THE STANDARD SPEC IFI CAT/ONS. <br />1,2 ' DIA. A[ T. PIPE FOR S7ZW DRAIN LATERAL S <br />CROSSING WATER $HALL BE DUCT/LE IRON P/PE <br />a! CONFORMING TO ANNA 0/5I, LASTEST E0/7/0N. <br />NO PIPE TO/NTS ALLOWO WITH/N 3 FEC7 OF <br />o WATER L INE. <br />q <br />CONST. <br />i, ►I <br />II I -- — A� <br />�i <br />Exisr 1-j " $.1!. <br />i�.. <br />C'LW,f7 l00 L . F. t <br />18'01,. ALT PIPE <br />S=O: 04026' <br />46 <br />4-4 <br />42-_ <br />:T <br />------------ t 7T/7 /8 /9 20 2/ 22 <br />PLAN SCALE I"=50 PROFILE PO IZON7A 50 <br />WOODBRIDGE STORM DRAINAGE <br />COUNTY OF SAN JOAQUIN � SCALE � r�� <br />I PHASE 2 <br />VE TICAL -2 2 I 3 I <br />