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A A B <br />%2' PT IN 2" COND -SODIUM BISULFITE <br />FOR CONT SEE SHT 5 <br />V2' PT IN 2" COND - SODIUM HYPOCHLORITE <br />FOR CONT SEE SHT 5 <br />30"X48" PRECAST GONG -- <br />BOX W/ TRAFFIC COVER <br />BROOKS 068 OR EQUAL <br />G" DIP---,�- <br />6"X8" DIP RED <br />8" -FE <br />FOR CONT 6"CV <br />SEE SH 5 <br />6"GTV - a� <br />FCA <br />•5 0 12"OC <br />EW EF (TYP) <br />c0 <br />N <br />05 0 12"OC, <br />2'-8" <br />4'X5'X8" GONG I <br />SLAB SET TOP I <br />0 FG +4" <br />II EFFLUENT <br />SAMPLER <br />A <br />Ell <br />REINFORCING TYPICAL AT <br />ALL FOUR CORNERS <br />V VINYL TUBING SAMPLE <br />INSIDE 2" CPVC CONDUIT <br />R CONNECT TO SAMPLER AS <br />EFFLUENT <br />SAMPLER <br />2'-8" <br />4-"5 VERT <br />(TYP) <br />-2'-8" BEND <br />�- 12" BEND(TYP) L <br />I I <br />11-01.4'-0" I <br />PLAN <br />p ( <br />C D E F G H <br />REVISION DESCRIPTION BY APP DATE <br />INJECTOR RECORD DWG. CHANGES INCORP. DCL RMD 6-95 <br />ASSEMBLY <br />UNION 6" INLET, FROM FILTER <br />%2' PCV SEE SH 17 <br />T,- �" PBV <br />.30"X48" PRECAST GONG <br />BOX W/ TRAFFIC COVER <br />BROOKS 068 OR EQUAL 5 <br />FOR ADDITIONAL REINFORCING 0 <br />WALL OPNG'S,SEE DET 12/24 (TYP) <br />23'-O" <br />12" BEND <br />(TYP) <br />6" DRAINAGE <br />GATE <br />E <br />A' -O" •3 HAIRPINS 0 P-4 <br />12"OC (TYP) <br />FINAL EFI`L, PUkAP5 –� <br />2" WEEP HOLE (FLUSH W FLOOR) <br />12" BEND <br />(TYP) <br />– DIFFUSER <br />7 UNION(TYP) <br />V VINYL TUBING INSIDE <br />2" CPVC CONDUMBECURE <br />TO WALL AS READ <br />!6�" PCV <br />%2' PBV <br />10"X17" GONG BOX <br />BROOKS 36 SERIES <br />OR EQUAL (TYP) <br />PROVIDE CANNED HOLE FOR <br />2" CONDUITO IE 14.0 WITH <br />MECHANICAL RUBBER SEAL <br />° I I <br />WIER EL 12.75' I WS EL 13.0' <br />4" CHAMFER <br />O I <br />SODIUM BISULFITE <br />DIFFUSER,SEE DET <br />THIS SHEET <br />•3 HAIRPIN50 I <br />12 "OC (TYP) <br />0 <br />N <br />4'-0" <br />11M <br />s <br />SCALE It 1/ 2" - V-0" <br />/2 SOH PT IN <br />2" PVC CONDUIT FOR REINFORCING <br />SEE SECT/B 0 RT BOTT EL 7.0' <br />(TVP) I <br />m <br />NOTEi GONG BOX OUT <br />OF SECTION G"OUTLET <br />00 IE 7.0' O A SECTION <br />CONTRACTOR TO DEPRESS — SCALE : 1/2" - V-0" <br />GONG C REINF. THIS AREA <br />0 <br />C <br />F <br />O <br />SCALE DATE DESIGNED ERS SUBMITTED <br />AUGUST 1994 DEWANTE AND STOWELL <br />DRAW <br />N <br />FILE RRR RECOMMENDED CONBULTINQ ENGINEERS <br />CHECKED ERS APPROVED SACRAMENTO, CALIFORNIA <br />y 'c 93423 <br />OF IE 13.5' <br />INLET <br />BEYOND <br />L� <br />�V SODIUM BISULFITE <br />SCH 80 CPVC INSULATE <br />ABOVE GRADE <br />O <br />G" OVERFLOW TO <br />o EMERGENCY STOR. <br />POND,SEE DWG SH7 <br />7 <br />SODIUM BISULFITE <br />DIFFUSER,SEE DET <br />O THIS SHEET <br />0 <br />I <br />v <br />J <br />TOW EL 15.0` <br />-I" SIGH 80 CPVC <br />UNION <br />i <br />SAMPLE <br />INSIDE 2" CPVCG CONDU TSECURE <br />fr TO WALL AS READ, TERMINATE <br />ICONDUIT 0 EL 10.0 <br />N <br />3" CLR <br />SECTION <br />V%3/4" RED BUSHING W/ <br />NIPPLE,W UNION C PLUG <br />(TYP AT EACH END) <br />I" SCH 80 PVC LENGTH TC <br />SUIT W/10-1/810 HOLES ON <br />BOTTOM EQUALLY SPACED <br />6" DIP REEOMo R45T°AL I <br />OVERFLOW DIP FLGO TEE AND <br />FIN GRD 10.0'± <br />$iyi <br />iI <br />3 HAIRPINS 02"OC (TYP)1*5 0 12"OC EW EF <br />(TYP 0 ALL WALLS) <br />SCALE 1 1/2" - V-0" <br />DIFFUSER SUPPORT BRKT <br />WALLACE B TIERNAN CAT. <br />NO. 145.210 OR EQUAL <br />(TVP AT EACH END) <br />SECURE TO WA,.� <br />W/ 1/2 " GS ABS <br />DIFFUSER DETAIL <br />G• DIP—T <br />% <br />rr 1 <br />— <br />iH . <br />II <br />Imo__ <br />SCALE iNONE <br />4'.6. <br />61 DIPS j TT -6•X8• DIP RED %f�F\ 2' PVC COI.IDUIT\\ <br />J <br />6" SIGH 40 PVC '4' GN IN VERT) <br />UNDERGROUND !! (TYP OF 2) <br />A II <br />- r PVC ca.Lulr_—�I. I I <br />I <br />PLAN I <br />NOTE: <br />SEE SHEETS 22-25 FOR STRUCTURAL. <br />NATES AND DETAILS. <br />FLAG CITY <br />SAN JOAQUIN CO.. CALIFORNIA <br />WASTEWATER TREATMENT FACILITIES <br />I• I 1I <br />cTYPTP) <br />B =FE MATCH CENTER LINE <br />LINET 5' FINAL EFFLL <br />4SPOOL CTYP) <br />-4.SGV SECTION A <br />PLIMP PANEL W1 ALT�A.RM -T�- �yOq <br />LIGHT <br />I 1 1 i Wiliam H. Richarc <br />No -]610 <br />FINAL EFFLUENT PU.PS F"' F.3(07 <br />ON/OFF SCHEDULE � - Sifucturali <br />PRIMARY PIMP ON 0 EL ILO +`f•. <br />PRIMARY PIMP OFF 0 EL 63 <br />SECONDARY PIMP ON 0 EL 25 <br />SECONDARY PLMP OFF 0 EL 63 <br />ALARM 0 EL (2S <br />ALTERNATE PUMPS AUTOMATICALLY <br />NORMALLY ONLY ONE P16P REDD <br />4' SCV <br />CONC SUPPORT <br />4' DIP ELS <br />4' FGA WA-UGS <br />4- DIP <br />i I 3' . 4' RED <br />4' LONG 3' GSP Al FLANGE <br />FINAL EFFLUENT FLAP`• <br />SEE CTf SCHEDULE <br />I AT LEFT EFT (TVP OF 2) <br />i Ii i EL 7A <br />EL 7,0 <br />---SII <br />CONC SUPPORT(TYP) <br />�o QROFESSlOHq` <br />'of'9bD96r�: n <br />W W ilo. 65 3 r ^ <br />.6 cw <br />•• Q <br />flAlf OF CaIIE���� <br />RECORD DRAWING <br />CHLORINE CONTACT BASIN <br />PLAN AND ELEVATION <br />DRAWING NUMBER SHEET NUMBER <br />20 OF 44 <br />El <br />3 <br />FA <br />