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A U C 0 <br /> € A F a H <br /> REVISION DESCRIPTION BY APP I DATE c <br /> 3"BACKWATER VALVE IN <br /> 10"X17'GONG BOX.BROOKS <br /> 36 SERIES OR EQUAL <br /> SEE SPECS <br /> BUILDING 2"PVC CONDUIT W/ r-SOH <br /> . <br /> SEE SPECS FDR DETAILS 2"PVC CONDUIT W/ I"-SOB <br /> PT TO HYPOCHLORITE STOP PT TO BISULFITE STORAGE <br /> TANKSEE SH 18 TANKSEE SH 18 <br /> 2"PVC CONDUIT W/ 1/2 <br /> PT TO RAW SEWAGE PS, r <br /> SEE SH 5 <br /> I! 2"PVC CONDUIT W/ 1/2 "-SQH <br /> L� � U PT TO CHLORINE CONTACT <br /> BA5fN,SEE SH 6 <br /> 2" TO SLUDGE <br /> DEWATERING UNIT SODIUM SODIUM <br /> �Ope HYPOCHLORITE BISULFITE <br /> •. ' RO PUMP (2) PUMP (2) <br /> v '%� <br /> DOOR - I"H V <br /> L3"FD W/FUNNEL I'-4" I'-10" 1'-7" I'-I0" 2"P <br /> TOP,JONESPEC VC CONDUIT W/ I/2 <br /> p <br /> SERIES 21221-RF-4 PT TO CHLORINE CONTACT <br /> nt s!_°pc BASIN.SEE SH 6 <br /> HOSE2"POLYMER TANK UO FD C <br /> RACK DRAIN SAFETY SHOWER/EYEWASHN \ <br /> o HEIGHT TO BE MODIFIED TO \ V <br /> A/SHV SUIT STRUCTURE f <br /> GONG SLAB SEE 3"BACKWATER VALVE IN <br /> DET BELOW 10"XI]"GONG BOX,BROOKS <br /> 2"SLUDGE FROM 2"PBV IN 3!'F[).CENTERED 36 SERIES OR EQUAL <br /> DIG12 EE SH SEE VERTICAL UNDER SHOWER <br /> SH r2 <br /> PLAN <br /> TYPICAL FRONT ELEVATION PLAN <br /> PULSATION DAMPENER <br /> 31 CU IN VOLUME (TYP) PULSATION DAMPENER <br /> 12 CU IN VOLUME 3 <br /> FIBER-GLASS <br /> GS ANCHOR BOLTS SIZE 0/04P MP.XI•TORt] TEF <br /> BUILDING <br /> AND SPACING PER EQUIP RIMllNa TnE METEa PCLtT+Ea scLUrlcrr€x>�r,TEFcas P51MAx �4' ��' <br /> 2 f/2" MFR ROMTS (TYP),SUBMIT FLOJ@TDIAPHUGW %' %2' V2' U <br /> FMFPGLASS POYWR WETTM FUNNEL I <br /> ANCHORAGE CALCULATIONS <br /> RGA <br /> ll <br /> PER SPEC SEC 11010 q �PAL POLYMER sM€.E TAA 4 BYPASS FOUR-WAY <br /> €/4"X4"W NEOPRENE I! i- �ti 6-106 PStLXM FILLED PRESSURE GAUGE VALVE(T(P) CALIBRATION <br /> GASKET CONTINOE3S TO CRAIIMAD CHAMBER(TYP) <br /> I WIGS PLUG BALL VALVE <br /> LI�� TY 4 c -Ic Ac soDIUM <br /> FIS WATER TAP FIBERGLASS IIBV P6l5ER SLPPLY 26 P$€MMAIlA BISULFITE <br /> BUILDING 20 AMP CIRCUT 90 GALt.ON SODIUM PUMP (2) <br /> POLYETHYLENE TANK HY€�OCHLORITE <br /> 24 x24'X36' t PUMP (2) <br /> 3-BLADE STATIC FLOCCU.ATOR FLUSHING CONNECTION <br /> S'D€AMETER 6 LINEAR FEET 2"PPE I"PBV W/1'•FEMALE HOSE <br /> q P7LPELLER I_r ADAPTOR,DESANNO"73 <br /> 1 SLUDGE SAIPLE TAP %2' %2, OR EQUAL (TYP OF 3) 2 <br /> •-'---' ALU.RWUM SUPPORT <br /> STAND 24'X24' I I00 <br /> N z �2 /2 %' %z' {TUBING ADAPTOR <br /> U9 �� I/2"PT PRESS <br /> 3"GLR 2'NK YLfR <br /> CRAW 2.SUCTION 14-ET RELIEF BACK TO I"-SON PT 1/2"PT(TYP) <br /> TANK a7AfH pVC t�,l10t,I STORAGE TANK <br /> €G OR [anaO 367 } 1/2" PT €„-508 2"PVC CONDUIT TERMINATE <br /> •5012"OC EW Ilrn-pu5V 2"ABOVE FDUIT TERMINATE <br /> DRILLED <br /> TEFC MDTCR �PUMP RUBBER PLUG (TYP OF 5) <br /> -•�24' <br /> WRAP PIPE W/3/8'THICK <br /> SECURE TO COMO WITHs� R �T Gs ANCHOR BOLTS SIZE�TYPICAL FOOTING DETAIL FPS� AND SPACING PNOTE t MOUNT PUMP BRKTS <br /> PER EQUIP AND SECURE PIPING TO 3/4" <br /> TO PIPE WITLI 2 5TL BASS MFR RQMTS (TYP).SUBMIT PLYWOOD SECURED TO WALL SECTION <br /> ANCHORAGE CALCULATIONS W/ 1/2"SST BOLTS AS REOD <br /> 2•TO SLLM PER SPEC SEC 110f0 <br /> CEWATERWG EWi <br /> TYPICAL FIBER-GLASS SECTION �opV-ESsioy�� , <br /> HYPOCHLORITE/ SODIUM <br /> BUILDING w:w Na96S�t3br' <br /> POLYMER FEED BISULFITE FEED <br /> THIS DRAWING IS REDUCEDF <br /> Cly <br /> s TO HALF SIZEFc.ut � <br /> SCALE GATE DESIGNED RRR SUBMITTED <br /> I)EWANTE AND STOWELL FLAG CITY DRAWING NUMBER INERT NUMBER <br /> 3/4-- I'-O" AIIGIFILEST I�I°14 DRAWN RRR RECOMMENDED cDNsuLTING) !liQIN�[Rs SAN JOAQUIN CO..CALIFORNIA CHEMICAL FEED STRUCTURES <br /> qY4 �!'i423 CHEERED ERS APPROVED SACRAMER><O.CALWORNIA WASTEWATER TREATMENT FACILITIES PLANS, SECTIONS & DETAILS 19 eF 44 <br />