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MARSH STREET 20 0 10 20 <br />SCALE IN FEET <br />26.59' LT, GRATE 30.6 <br />0 CONSTRUCTION C/L N <br />I R/W 58+00 SDMH 13 <br />60+36t END <br />O Z 10.50' LT SLURRY SEAL <br />z I — EP — — _ — — — — — — — 25.0' LT <br />CO . <br />Pt. 7358 <br />LO <br />N 1 .47 <br />E 11738.97 Z <br />1 r , ELEV=32.69 <br />W t.J CP MAG NAIL AC <br />-H 0 BARRIER TO <br />Z 0 \ REMAIN IN PLACE �2 <br />J LL o 3 b LIMITS OF -y <br />V — 57+00 — — — 58+00 — — a — 59+00 — — — 60+00 — — SLURRY SEAL 61+00 <br />T I— o —I — <br />Q-- T <br />W <br />'= Pt. 4007 SEE SO LINE 'L' EP <br />v, E 11519.81 SHT 15 R/W 60+57t END <br />W58+00 1 I SPMAG L AC SLURRY SEAL <br />L1J 8.00' RT, GRATE 30.7 9' RT <br />U) <br />NOTE: <br />©SIGN OR MAILBOX RELOCATED TO <br />A TEMPORARY LOCATION & REINSTALLED <br />AT END OF CONSTRUCTION <br />+50 57+00 +50 58+00 +50 59+00 +50 60+00 +50 61+00 <br />36 36 <br />34 <br />EXISANG GND 34 <br />AT COIVSTRUCnOIV <br />CENTERLINE <br />32 z 32 <br />0 EX 2" GAS <br />F_ (APPROX.) <br />O Z I EX 6" WATER <br />30 (APPROX.) <br />LO + 30 <br />0 z <br />0 <br />28 Z W 4O) 28 <br />2" HOPEPIPE <br />J 0 S=0.0010 <br />LL o <br />26 <br />U r- �"�'"�� <br />r,n 26 <br />c 04 <br />Q WI o+ NZZ EX6"SEWER <br />c <br />Ll.i ~-- Z o 0 0 <br />I 0 � r <br />= O NPO <br />> , <br />24 C/) <br />= Nzz 24 <br />e W <br />a <br />U — <br />E 22 22 <br />W <br />Q <br />W 20 <br />N 20 <br />N <br />a <br />i <br />n <br />N <br />N <br />� DATE: 11/29/07 TIME: 3:41:30 PM NO. BY DATE REVISIONS: 800-227-2600 SHEET NUMBER <br />SAN JOAQUIN COUNTY 12 <br />SERVER: LAYOUT: Layout'!! ROFESSO <br />iPATH: N:\MTB014800\CADD\IP ���0 �p,LD E.p/ F•ji `:t4( <br />�° sF� Zm GARDEN ACRES — WALKER LANE AREA STORM OF 16 SHEETS <br />CL DRAWING NAME: IPMS06.DWG m SCALE <br />Vi <br />PAGE SETUP: 22x34 Note: All utilities & obstructions shown are approximate. It is the contractor's responsibility No. 53551 e. <br />o rrrr <br />DESIGNER: If III PROD. MGR: e VERTICAL 1'=2' <br />verify the location & depth with the appropriate agencies. The contractor shall notify the � * DRAINAGE IMPROVEMENTS — <br />w engineer imediately regarding any discrepancies or ambiguities which may exist. B E Y 0 N D E N G � N E E R � N G PHASE 2A & 213 HORIZONTAL: 1'— 20' <br />V) <br />CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these sTgTF pFI CA �F°��,Pr/ IM HOWARD ROAD, SUITE 125 M ADERA, CA 9M7 TOB NUMBER <br />X plans. All changes to the plans must be in writing and must be approved by the preparer of these plops. 559.8Et5220 TEL 55Y.86t4440 FAX WWWAIMTECOM PREPARED FOR: San Joaquin County DATE SUBMITTED: 11-29-07 MTBO14800 <br />