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70+00 <br />32 <br />30 <br />2819 LF <br />24" HDPE PIPE <br />S=0.0010 <br />26 <br />70+24t <br />30 LT <br />BEG SLURRY SEAL <br />ARDELLE A VENUE <br />BEG SLURRY SEAL <br />+50 <br />22Z <br />16 <br />SSMH <br />NV 8" IN73 46(E) <br />NV 8" OUT 1327(W) <br />NV 8' IN 23.59(5) <br />14 !NV B" IN 1329(N) <br />LO <br />nrn <br />44 <br />0 N N N <br />+:3Z Z <br />O W — — <br />n rN <br />04 <br />> > <br />= N Z Z <br />(/) Z J �' <br />71+00 <br />EX2"GAS <br />(APPROX.) <br />+50 <br />72+00 <br />EXIS77NG GND <br />AT CONS7RUC77ON <br />CENTERLINE <br />DAIS: <br />SERVER: <br />PATH: <br />11/29/07 TIME: 3:44:17 PM <br />LAYOUT: Layoutt <br />N: \MTB014800\CADD\IP <br />+I <br />O� <br />0 <br />O <br />_ <br />W O Z <br />~o <br />U� <br />a* <br />wM <br />n <br />22 <br />��� <br />^�^ <br />WO'4 <br />Zn <br />0N <br />PAGE SETUP: 22X34 <br />DESIGNER: NNMM PROD. MGR: ��/�� <br />N N <br />OX <br />Ow <br />W <br />W? <br />be responsible for, or liable for, unauthorized changes to <br />in writing and must be approved by the preporer of these <br />or uses of these <br />plans. <br />Z � <br />20 <br />22Z <br />16 <br />SSMH <br />NV 8" IN73 46(E) <br />NV 8" OUT 1327(W) <br />NV 8' IN 23.59(5) <br />14 !NV B" IN 1329(N) <br />LO <br />nrn <br />44 <br />0 N N N <br />+:3Z Z <br />O W — — <br />n rN <br />04 <br />> > <br />= N Z Z <br />(/) Z J �' <br />71+00 <br />EX2"GAS <br />(APPROX.) <br />+50 <br />72+00 <br />EXIS77NG GND <br />AT CONS7RUC77ON <br />CENTERLINE <br />DAIS: <br />SERVER: <br />PATH: <br />11/29/07 TIME: 3:44:17 PM <br />LAYOUT: Layoutt <br />N: \MTB014800\CADD\IP <br />N0. I <br />BY DATE REVISIONS: <br />DRAWING <br />NAME: IPAA0I.DWG <br />PAGE SETUP: 22X34 <br />DESIGNER: NNMM PROD. MGR: ��/�� <br />Note: All utilities & obstructions shown are approximate. It is the contractor's responsibility <br />to verify the location & depth with the appropriate agencies. The contractor shall notify the <br />engineer imediately regarding any discrepancies or ambiguities which may exist. <br />CAUTION: <br />The engineer preparing these plans will not <br />plans. All changes to the plans must be <br />be responsible for, or liable for, unauthorized changes to <br />in writing and must be approved by the preporer of these <br />or uses of these <br />plans. <br />EX 6" WA7ER <br />(APPROX.) <br />225 LF <br />24" HDPE PIPE <br />S=0.0010 <br />EX 8" SEWER <br />,.= `�QROFESS104,q <br />E. ovs�Fc2, <br />w rn <br />on-- No. 53551 A <br />�TFOF CA110�� <br />+50 <br />� 800-227-2600 <br />YU KI, GKA I L 30.5 <br />REMOVE & REPLACE <br />EXISTING INLET, CONNECT <br />EX 12" PVC TO DI <br />73+00 <br />n rnrn <br />LO <br />N 't N N <br />Ui <br />N 1,-- N Z Z <br />n Z) s s <br />O Z—N N <br />LO <br />u0>> <br />S N — Z Z <br />> > <br />a <br />+50 <br />74+00 <br />74+00 <br />SSIVH / <br />INV 8" IN 74.80(E) <br />INV 8'" OUT 14.76(W) <br />EX2"GAS <br />(APPROX.) <br />+50 <br />410 LF (TOTAL) <br />18" HDPE PIPE <br />S=0.0020 <br />75+00 <br />75+00 <br />SAN JOAQUIN COUNTY <br />20 0 10 20 <br />SCALE IN FEET <br />Ln <br />GARDEN ACRES - WALKER LANE AREA STORM <br />B E Y 0 N D E N G I N E E R I N G DRAINAGE IMPROVEMENTS - PHASE 2A & 213 <br />1030 HOWARD ROAD, SUITE 125 MADERA. CA 03E37 <br />660.EE1.6220 TEL 5W.86t4440 FAX WWW.NOLTE.COM 11 <br />PREPARED FOR: San Joaquin County <br />IO <br />Q <br />��z <br />IOZ <br />�O <br />W <br />U <br />J 0 <br />U <br />H � <br />(mow <br />I C/) <br />W <br />U) <br />+50 <br />I <br />I Z <br />O <br />Q <br />o Z <br />+ F— <br />LO Z <br />1� O <br />I ' c) <br />Z_ �IJ W <br />UT- <br />QLLJ <br />�W <br />'2 <br />U) <br />I 'W'^^ <br />VJ <br />I <br />DATE SUBMITTED: 11-29-07 <br />32 <br />30 <br />26 <br />24 <br />22 <br />20 <br />16 <br />M <br />13 <br />SCALE <br />VERTICAL: 1'= 2' <br />HORIZONTAL: 1'=20' <br />MTB014800 <br />