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A B c D A E F G H <br /> I IIRBAS10141 DESCRIPTION E3Y APP DATE <br /> I <br /> r ' I II <br /> (n II ! <br /> � I I <br /> l � x <br /> I <br /> 0 <br /> I <br /> . II IIIxI 5 <br /> I � I II � III <br /> I I <br /> 10"SAN SEWER I I I I 1 <br /> j I I I CANAL GATE / <br /> ii w EMERGENCY STORAGE PCI4((S " � <br /> 1 F OPERATOR TO EMERGENCY STORAGE <br /> SEWER MANHOLE I TOP Of�AT LEVEE <br /> 5TA 83"€O $ O I POND RETURN PUMP / <br /> (DILLON ENGINEERING I x i SH 8)DETAIL (SEE DETAIL SH 8f <br /> SADDLE CITY DRIVE= <br /> JOS 03 { 1 <br /> $NEET No.NO.13) <br /> 10"SAN SEWER I <br /> a , x <br /> G"SAN SEWER I I 6"D 0900 PVG <br /> •1 <br /> tn <br /> ORAINAGE MH <br /> r I I F I I GRATE EL 5 DRAINAGE <br /> I I I I INV EL 4.55 RAT E 9.5 / <br /> INV EL 4.55 <br /> i W 1 SEE SH 6 FOR ENLGD PLAN / <br /> I I I I I I I"HV (TYPS / / <br /> J I ,O 1 / <br /> I I 0 I BLDGS I"WP SLUDGE DEWATERING x /,+ / <br /> F=ACILITIES <br /> a' <br /> 2"SL <br /> GV 8 z'SOH PT IN <br /> I f I I 2"PVC CO ` <br /> 1 I DRAINAGE MH <br /> + I I ( I 2'WP f--I INV EL 4.52 50 <br /> 8.. A 1 I i--- 1 <br /> SAN SEWS O 1_-! 8"STD 6. FEF DRAINAGE GATE 3 <br /> MH Y OTH S 2"PBV i <br /> FLOW METER � <br /> I"WP <br /> I RAW VYSOH PT IN <br /> I AERATION BASIN,CLARIFIER, I <br /> SEW ! 2"PVC CON <br /> I I I I I fD II � SURGE BASIN AND AEROBIC — / <br /> ~ x STA f DfGESTER 6" + <br /> I CHLORIN <br /> /! I I II 1 €2"WAT R MAIN I I I 1" CONTACT WP I BASIN , <br /> I II ff _ I <br /> ! + ( I t-Q ! 1 b D -� UOUS <br /> FL�TI FR <br /> I BACKFLOW P EVENTER I <br /> I I I (SEE DET H WP } <br /> WATER ME E I PT IN 2" <br /> 1 + (SEE DET H 8) I CHLORINATION/ I PVC COND / <br /> I I III 2"WP DECHLORINATION ! P <br /> / / //• <br /> 1 ` I i------------ <br /> LIOUIE7 STORAGE RAI A E MHCHLORINAT / <br /> GR TE EL 9.50 DECHL ION <br /> BARRIER <br /> 1 I I III <br /> POST <br /> OPS 2" NP INVEL 4.10 / FEE <br /> I I I ( DRAINAGE MH / <br /> CONNECT TO EXIST I + G �� / 01� <br /> 5TA Y 8 FE Y_ <br /> 12"WATER MAIN w/ I + GE BATOR INV EL 3.83 /r. <br /> 12"r 4"TEE OR I I I A FUELSER + <br /> WITH VIVALVEDOLE 5T AGE I0"STD / /r G� <br /> + VIII II x 01 <br /> vi <br /> ( I #1 F/z'8SP FUEL + / Og <br /> SUPPLY C / <br /> '/d'SSP FUELI / /+ NOTE+ <br /> J RETUR CONNECT TO EXIST <br /> 8"SAN SEWER / STORM SEWER RCP UNLESS OTHERWISE NOTED OS ARE N PLAN 40 G <br /> � U) <br /> S O J� I ti� CONNECT TO EXIST <br /> O 12"STORM SEWER <br /> INV EL 3.70 # *: <br /> CIVIL ; <br /> THIS DRAWING IS REDUCED <br /> TO HALF SIZE <br /> /GALE ALKMTEIRq4 DESIGNED ERS SUBMITTEDCEWAfiTE AND STOWE4L <br /> ® F L A O CITY DRAWING HUMBER IHEET HUMBER <br /> 20. DRAIIN MV►Y RECOMMENDED CONSULTING eMGINNIAS SAN JOAQUIN CO.,CALirORNIA MAJOR PROCESS PIPING <br /> PILE CHECKED ERS APPROVED SACRAMENTO,CALIFORNIA WASTEWATER TREATMENT. FACILITIES $ of 44 <br /> o", 93423 <br />