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n <br />A . B <br />NOTESi <br />I. SHOP DRAWINGS AND SUBMITTALS OF AERO -MOD <br />FOR THIS PROJECT ARE HEREBY MADE A PART OF <br />THIS PROJECT. <br />2. INTERIOR TANK PIPING INCLUDING PVC INFLUENT <br />FEED LINE.PVC AIR LINES. PVC CONDUIT LINES W/ <br />CONTROL CONDUITS. PVC EFFLUENT LINE FROM <br />CLARIFIER TO EFFLUENT PUMP SUMP AND ALL OTHER <br />INTERIOR PIPING AND FITTINGS NOT FURNISHED AS <br />PART OF THE AERO -MOD PREPURCHASED PACKAGE <br />ARE A PART OF THIS CONTRACT. <br />CONTRACTOR SHALL BE RESPONSIBLE TO REVIEW <br />THE AERO -MOD SUBMITTAL FOR REQUIRED PIPING <br />AND MATERIALS. <br />PIPE SUPPORTS FURNISHED <br />BY AERO -MOD INC.(TYP) <br />1 L — — — <br />SURGE <br />OVERFLOW <br />SURGE <br />TANK <br />�0 <br />N <br />i <br />SURGE <br />RETURN PUMP <br />ON/OFF SCHEDULE <br />OFF- EL <br />1.75-2.0 <br />ON- EL <br />2.5-3.5 <br />ALARM- EL <br />OF OVERFLOW WEIR <br />TANK WALL <br />lil�u�ll n- <br />LI <br />EFFLUENT LAUNDER <br />AIR LIFT <br />TANK WALL <br />20,0„ � <br />�i <br />SIDE VIEW <br />• •• q • <br />CLARATOR (TOP <br />HALF) <br />QROFESSlOyq� <br />A� <br />v : cz 9.3o•4DT—•: <br />ty <br />m ' No. 6513 r, a <br />/J <br />K. <br />iu�u�n u— <br />� Him <br />•r <br />m�u�u •r .• u- <br />�in�u�u�u�u— <br />�II�� <br />II <br />II J <br />RECORD DRAWING <br />FLAG CITY <br />AERATION BASIN r CLARIFIER, SURGE <br />BASIN <br />DRAWING NUMBER <br />SHEET NUMBER <br />BAN JOAQUIN co., CALIFORNIA <br />AND AEROBIC <br />DIGESTER <br />112 <br />• <br />r� <br />SURGE <br />RETURN PUMP <br />ON/OFF SCHEDULE <br />OFF- EL <br />1.75-2.0 <br />ON- EL <br />2.5-3.5 <br />ALARM- EL <br />OF OVERFLOW WEIR <br />C D <br />® NI 7 n -E 6" D <br />6" RWGV W/FGA <br />IN VB W/ EXT STEM-�� O 8"- A <br />0 6 FC -4 /� DIP <br />4" PVC AIR LINE <br />SURGE RETURN PUMPS <br />SEE ON/OFF SCHEDULE <br />BELOW <br />I" HV WITH HOSE RACK <br />MTD TO OUTSIDE OF <br />RAILING.SEE DET SH 15 <br />END HEADER FEED <br />SCREENING E <br />FLOCCULATION <br />TO CLARATOR <br />WALKWAY / <br />(TYP) <br />WA -50 -PC -55 (6) READ. <br />t <br />i <br />HANDRAIL BRACKET <br />E <br />AL -200 <br />AERATION <br />TANK <br />FLOOR EL 1.75 A <br />12" PVC INFLUENT FEED LINE <br />2" PVC CONDUIT LINE <br />OVER 4" PVC AIR LINE <br />SCREENING f FLOCCULATION <br />TO CLARATOR WA -50 -PC -SS (6) REOD. <br />2" PVC CONDUIT LINE <br />OVER 4" PVC AIR LINE <br />METAL LADDER, SEE DET SH 15 2" PVC CONDUIT LINE <br />EXACT LOCATION TO BE CENTERED OVER 6" PVC AIR LINE <br />IN RAILING OPENING OVER 8" PVC EFFLUENT LINE <br />4'X4'XG" CONC <br />SLAB <br />PLAN VIEW <br />SCALE DATE DESIGNED ERS SUBMITTED ® DEWANTE AND STOWELL <br />AUGUST 199A <br />VA" _ 1._O.. DRAWN MVW RECOMMENDED CONSULTING ENGINEER9 <br />93423 FILE CHECKED ERS APPROVED SACRAMENTO, CALIFORNIA <br />WALL BRACKETS <br />5'0" q TO <br />SUPERNATANT <br />4'X4'X6" CONIC <br />SLAB <br />-.METAL LADDER. SEE DET SH 15 <br />EXACT LOCATION TO BE CENTERED <br />IN RAILING OPENING <br />TOP OF WALL <br />'__�EL 17.75 <br />FILTER FEED <br />PUMPS SEE DET <br />SH 21 <br />SECONDARY EFFLUENT <br />OVERFLOW.SEE <br />DET SH 15� <br />OVER WALL <br />No <br />�,R) <br />n 7 8 ffZ <br />Um0 <br />U <br />\-CONDUIT LINE <br />OVER WALL <br />F <br />BOLT TYP. <br />TOP OF WALL <br />MAX.WATER LEVELT10-4 <br />BOLT TYP. <br />- CHIMNEY <br />(BOLTS TO <br />WALL) <br />r END HEADER <br />I BOLTS TO <br />WALL) <br />SIDE DIS- <br />TRIBUTOR <br />BOLTS TO <br />WALL) <br />ALUMINUM HANDRAILS <br />ALUMINUM GRATING <br />2" PVC AIR FEED LINE <br />SKIMMER <br />H <br />DESCRIPTION <br />M11=11=1 <br />m- ..• <br />MLSS RETURN TROUGH <br />\SKIMMER <br />DISCHARGE <br />CI MINIMUM OPERATING DEPTH <br />r <br />20" BELOW TOP OF WALL <br />4" PVC �{ " AIR LIFT <br />AIR LIFT � 1611 AIR SUPPL LINE <br />CHIMNEY <br />FEED -. <br />(BOLTS TO ` ' <br />WALL) <br />END H ADER <br />BOLT TO WALL) <br />HYDRAULIC <br />SUCTION HOOD <br />SUPPORT FINS ' ` BOLT HOOD TO <br />4'0" FE TO q FLOOR IN FIELD <br />CLARATOR CROSS SECTION <br />DIP SPOOL <br />(TYP) <br />4" GTV (TYP) <br />6" FIF DIP <br />•4" SCV (TYP) <br />FLG X MJ DIP SPOOL <br />W/CUT-OFF COLLAR.PIPE <br />OD*6" BRAZED TO PIPE <br />22'2" <br />21'4" <br />TANK WALL <br />SUPPORT FIN ALUMINUM GRATING <br />HANDRAIL BRACKET <br />&':T J DIP, TO <br />EMERGENCY STORAGE <br />POND SEE SH5 <br />SKIMMER L- AIR LIFT EFFLUENT BOX J L TANK WALL <br />MLSS RETURN TROUGH <br />TOP VIEW SPLIT CLARATOR MODEL 20160 <br />�{80 1 10"-� <br />HANDRAIL BRACKET <br />EFFLUENT BOX <br />MLSS RETURN TROUGH <br />SKIMMER INLET <br />TANK WALL <br />LI <br />EFFLUENT LAUNDER <br />AIR LIFT <br />TANK WALL <br />20,0„ � <br />SIDE VIEW <br />OF SPLIT <br />CLARATOR (TOP <br />HALF) <br />QROFESSlOyq� <br />'Q�O� .0'R. STp • Fy <br />v : cz 9.3o•4DT—•: <br />ty <br />m ' No. 6513 r, a <br />/J <br />K. <br />........... <br />• <br />RECORD DRAWING <br />FLAG CITY <br />AERATION BASIN r CLARIFIER, SURGE <br />BASIN <br />DRAWING NUMBER <br />SHEET NUMBER <br />BAN JOAQUIN co., CALIFORNIA <br />AND AEROBIC <br />DIGESTER <br />112 <br />WASTEWATER TREATMENT FACILITIES <br />MECHANICAL PLAN <br />& SECTIONS <br />OF 44 <br />61 <br />4 <br />3 <br />2 <br />