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0 <br />Y <br />U <br />OI <br />Q R/W <br />CD Z <br />I �_ <br />L I EP <br />LO zO <br />Pt. 4003 <br />N 10 66 %1 -H <br />E 10474.67 <br />+CP MAG NAIL AC <br />16 <br />LT <br />76+98t 24" DI 22 <br />17' LT, GRATE 31.2 <br />REMOVE & REPLACE <br />EXISTING INLET, <br />CONNECT EX 10" <br />RCP TO DI <br />L�l <br />tI 0 <br />I <br />ZO <br />1 <br />28 <br />LL <br />2 <br />Q <br />W I <br />LU <br />Z <br />LO <br />� Z <br />r' O <br />410 LF (TOTAL) <br />18" HDPE PIPE <br />S=0.0020 <br />26 <br />WI <br />LU <br />' U <br />W <br />JOS <br />Pt. 4003 <br />N 10 66 %1 -H <br />E 10474.67 <br />+CP MAG NAIL AC <br />16 <br />LT <br />76+98t 24" DI 22 <br />17' LT, GRATE 31.2 <br />REMOVE & REPLACE <br />EXISTING INLET, <br />CONNECT EX 10" <br />RCP TO DI <br />i 00 1 <br />+I <br />77+00 "'��' <br />SEE SO LINE 'P' <br />SHT 14 <br />+H <br />L�l <br />tI 0 <br />I <br />1 <br />28 <br />\T <br />Q <br />i 00 1 <br />+I <br />77+00 "'��' <br />SEE SO LINE 'P' <br />SHT 14 <br />+H <br />O <br />tI 0 <br />I <br />3.23' LT <br />�o <br />17 <br />SHT 15 <br />77+80 18" DI 24 <br />18.52' RT, GRATE 29.8 <br />+50 76+00 +50 77+00 +50 <br />EXISI7NG GND <br />AT CONS TRUC 7701V <br />CENTERLINE <br />32 <br />30 <br />ARDELLE A VENUE <br />77+71 24" DI 23 <br />18' LT, GRATE 31.0 <br />REMOVE & REPLACE <br />EXISTING INLET <br />CONNECT EX 10" SEE SO LINE 'R' <br />RCP TO DI SHT 15 / <br />C6 (6 <br />N N <br />J Z Z <br />�QROFESS/o/V <br />c. <br />No.53551 ' <br />* 9 <br />OF CALAFO��, <br />f <br />-70+00 <br />78+00 <br />SSMH <br />17.00' LT, GRATE 30.5 <br />+50 <br />EX 2" GAS <br />(APPROX.) <br />EX 6" WATER <br />(APPROX.) <br />INV 8IN 16.08(E) <br />INV 8" OUT 16.15(W) EX 8" SEWER <br />E 10760.88 <br />ELEV=31.71 <br />CP MAG NAI <br />1� <br />9 (00 <br />+ <br />A <br />t0 <br />CONSTRUCTION C/L <br />79+00 <br />0 <br />r7 <br />O <br />r7 <br />80+00 <br />+ <br />36.8' LT <br />LIMITS OF - <br />SLURRY SEAL <br />32.6' RT <br />20 0 10 20 <br />SCALE IN FEET <br />+50 81 <br />SAN JOAQUIN COUNTY <br />`j ` GARDEN ACRES - WALKER LANE AREA STORM <br />B E Y O N D E N 0 1 N E E R I N G DRAINAGE IMPROVEM <br />1930 HOWARD ROAD, suTE 126 MADERA, CA 98897 <br />669.88t6220 TEL 669.88t4440 FAX www.NOLTECOM PREPARED FOR: San Joaquin County <br />SSMH <br />INV IN 1750(5) <br />INV 8" OUT 1751(W) <br />ENTS - PHASE 2A & 2B <br />DATE SUBMITTED: 11-29-07 <br />m <br />26 <br />24 <br />22 <br />20 <br />16 <br />14 <br />SCALE <br />VERTICAL: 1'= 2' <br />HORIZONTAL: 1'= 20' <br />MTB014800 <br />Z� <br />28 <br />Q <br />Z <br />LO <br />� Z <br />r' O <br />410 LF (TOTAL) <br />18" HDPE PIPE <br />S=0.0020 <br />26 <br />' U <br />W <br />JOS <br />N N <br />u1 N N <br />m <br />+�Z <br />Z) - <br />n 2: <br />24 <br />_t0 <br />U CO� <br />Q <br /><W <br />F— N <br />= 0> <br />22 <br />ri <br />V J <br />W <br />20 <br />/W//� <br />VJ <br />I <br />18 <br />16 <br />DATE: <br />11/29/07 TIME: 3:45:27 PM <br />NO. <br />BY DATE REVISIONS: <br />SERVER: <br />LAYOUT: Lawutl <br />PATH: <br />N: \MT8014800\CADD\IP <br />DRAWING <br />NAME: IPAAO2.DWG <br />PAGE SETUP: <br />22X34 <br />Note: All utilities & obstructions shown are approximate. It is the contractors responsibility <br />DESIGNER: <br />/!MN PROJ. MGR: #### <br />to verify <br />engineer <br />the location & depth with the appropriate agencies. The contractor shall notify the <br />imediotely regarding any discrepancies or ambiguities which may exist. <br />CAUTION: <br />The engineer preparing these plans will not <br />be responsible for, or liable for, unauthorized changes to or uses of these <br />plans. All changes to the plans <br />must be <br />in writing and must be approved by the preparer of these plans. <br />ARDELLE A VENUE <br />77+71 24" DI 23 <br />18' LT, GRATE 31.0 <br />REMOVE & REPLACE <br />EXISTING INLET <br />CONNECT EX 10" SEE SO LINE 'R' <br />RCP TO DI SHT 15 / <br />C6 (6 <br />N N <br />J Z Z <br />�QROFESS/o/V <br />c. <br />No.53551 ' <br />* 9 <br />OF CALAFO��, <br />f <br />-70+00 <br />78+00 <br />SSMH <br />17.00' LT, GRATE 30.5 <br />+50 <br />EX 2" GAS <br />(APPROX.) <br />EX 6" WATER <br />(APPROX.) <br />INV 8IN 16.08(E) <br />INV 8" OUT 16.15(W) EX 8" SEWER <br />E 10760.88 <br />ELEV=31.71 <br />CP MAG NAI <br />1� <br />9 (00 <br />+ <br />A <br />t0 <br />CONSTRUCTION C/L <br />79+00 <br />0 <br />r7 <br />O <br />r7 <br />80+00 <br />+ <br />36.8' LT <br />LIMITS OF - <br />SLURRY SEAL <br />32.6' RT <br />20 0 10 20 <br />SCALE IN FEET <br />+50 81 <br />SAN JOAQUIN COUNTY <br />`j ` GARDEN ACRES - WALKER LANE AREA STORM <br />B E Y O N D E N 0 1 N E E R I N G DRAINAGE IMPROVEM <br />1930 HOWARD ROAD, suTE 126 MADERA, CA 98897 <br />669.88t6220 TEL 669.88t4440 FAX www.NOLTECOM PREPARED FOR: San Joaquin County <br />SSMH <br />INV IN 1750(5) <br />INV 8" OUT 1751(W) <br />ENTS - PHASE 2A & 2B <br />DATE SUBMITTED: 11-29-07 <br />m <br />26 <br />24 <br />22 <br />20 <br />16 <br />14 <br />SCALE <br />VERTICAL: 1'= 2' <br />HORIZONTAL: 1'= 20' <br />MTB014800 <br />