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0 <br />Y <br />U <br />20 0 10 20 <br />I MARSH STREET SCALE IN FEET <br />20+18.33 BEG SLURRY <br />SEAL, 30 LT REMOVE 72't <br />20+38 BEG SWALE 10" CULVERT PIPE <br />MATCH EXISTING PLACE 12" HOLE AND <br />20+55 SDMH 4 PLUG FOR FUTURE R/W REMOVE 60't Z <br />W/ GRATE LATERAL 12" RCP REMOVE 37't REMOVE 47'± O <br />GRATE 27.0 REMOVE 10't 10" RCP 8" RCP <br />� — — — — I <br />12 RCP CONSTRUCTION C/L O <br />o 2' STUB OUTLr) Z <br />FOR FUTURE REMOVE 47't12" PVC L O zEP .HNZ+0� SWALEA SWALE21+00 22+00 �' 23+00 24+00 1 25+00 <br />SWALE ; , SWALE SWALE r.�:„e. SWALE SWALE �� U <br />— — — <br />v Y � <br />N ( t.. _ , ,. _7 <br />C-4 <br />Z ii O 3 <br />�O <br />— Pt.L 4014 N 9939.46 O1 23+50 SDMH 5 W/ GRATE 1 _ <br />ELEV82 82 GRATE: 28.2 f N ” (� 00 <br />CP MAG NAIL AC <br />Pt. 4015 1. I Q W <br />N 9863.96 <br />E 8788.87 - - - W <br />ELEV=28.90 —'- — <br />FD SPK+11N PATCH <br />VJ <br />EP <br />W <br />SEE SD LINE 'D' R/W W <br />LIMITS OF SHT 15 (n <br />SLURRY SEAL SEE SD LINE 'E' <br />20+70 18" DI 7 21+53 BEGIN SWALE 22+62 END SWALE <br />S 15 <br />28' RT, TOP 28.3 28.0' RT, FL 27.8 28.0' RT, FL 28.5 23+53 18" DI 8 <br />INLET 27.3 27.56' RT, GRATE 28.6 NOTE• <br />I <br />CD SIGN OR MAILBOX RELOCATED TO <br />20+18.33 BEG SLURRY TEMPORARY LOCATION & REINSTALLED <br />SEAL, 30' RT AT END OF CONSTRUCTION <br />I <br />20+00 +50 21+00 +50 22+00 +50 23+00 +50 24+00 +50 25+00 +50 <br />34 34 <br />32 J o6 32 <br />N <br />W Q 00 V J <br />3 W rn N Z w 3 <br />W <br />0o rn 3 5 U- PROPOSED C/L N o (n N <br />30 + 5 cn O m r SWALE FLOW LINE EXISANG GND + o o N 0) 30 <br />N m 2 O rn� M A T PROPOSED N 00 ,.1 J + N Z <br />NN N R T SWALE N N N t` N- + + O <br />O J 00 <br />V-0.25% <br />C14 F- <br />0 <br />-0.25% 0.25%28 0.25% I0 <br />28 <br />LO <br />+ <br />v7 <br />EX/SANG GAD N Z <br />26 PROPOSED RIGHT AT CONS <br />RUCAON 1 0 26 <br />/ <br />SWALE FLOW LINE u J V <br />38 f F 3W LF <br />DPEOTAL J O <br />18 295 LFLL <br />24 HDPE PIPE 18" PIPE S-0.0010 = <br />S=0.001© S=0.0 10 V00 24 <br />EX2"GAS MIR 4 EX2"GAS IQ W <br />1 (APPROX.) N 04 (APPROX.) WATER MAIN TO I LUN <br />o N BE RELOCATED <br />22 `> WATER MAIN TO EX 6" WATER + W ? BY OTHERS 22 <br />M BE RELOCATED (APPROX.) N~ N to -C,4 W <br />E -HU N N N BY OTHERS <br />v7 OFJ O+ jr ' O V J <br />20 ^ ~+LLJ C) W000 N 04 <br />~ N Z J W Ct <br />NNS ZN ON = OD N� 20 <br />o_ J OX W� <br />O Z <br />U wcr ? W Z X <br />w v O �O N <br />wx g� EX <br />18 <br />18 <br />CQ CQ <br />a <br />n \ <br />N <br />N <br />N <br />NO. BY DATE REVISIONS: --•" 800-227-2600 SHEET NUMBER <br />o DATE: 11/29/07 TME: 3:32:37 PM OQROFESS/oN SAN J O A Q U I N COUNTY 7 <br />SERVER: LAYOUT: Layoutl a''Q� LD E, p�F2 ' p <br />PATH: N: \MTB014800\CADD\IP <br />oNo. 5355iGARDEN ACRES s` m OF S5 LE SHEETS <br />DRAWING NAME: IPM501.DWG - WALKER LANE AREA STORM <br />PAGE SETUP: 22x34 Not All utilities & obstructions shown are approximate. It is the contractors responsibility VERTICAL: 1"-2' <br />a DESIGNER: JCJ PROJ. MGR: REP to verify the location & depth with the appropriate agencies. The contractor shall notify the s B E Y 0 N D E N G 1 N E E R I N G DRAINAGE IMPROVEMENTS - PHASE 2A & 2B HORIZONTAL: 1"-20' <br />a engineer imediately regarding any discrepancies or ambiguities which may exist. �qT aIVIL ��Q <br />CAUTION: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these F0F CALIF�R 1530 HOWARD ROAD, SUITE 125 MADERA, CA 98637 JOB NUMBER <br />X plans. All changes to the plans must be in writing and must be approved by the preporer of these plans. *��~- " ' ~ 555.5615220 TEL 559.5614440 FAX Www.NOLTE.COM PREPARED FOR: San Joaquin County DATE SUBMITTED: 11-29-07 MT8014800 <br />