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Last modified
10/8/2024 3:52:36 PM
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IT! <br />FIELD CONDUIT # <br />(TYPICAL) <br />SPRING WOUND <br />60 MINUTE, WITHHOLD <br />INTRUSION BYPASS TIMER <br />(INTERMATIC FF60MH <br />OR APPROVED EQUAL) <br />1 FILET 9404C -E9 <br />B <br />LPA <br />CKT #8 <br />L N <br />24 VDC <br />POWER <br />+ - <br />200 <br />100---------- C <br />35 101 <br />65 102 <br />ZSI 131 ZS2 <br />CK)104 <br />1005 105 <br />1006 106 <br />4FILTER EFFLUENT <br />is` MAGNETIC <br />FLOWMETER <br />® POWER <br />203 <br />WIRE & <br />TERMINAL #s <br />(TYPICAL) <br />i <br />TDOE <br />0-60 MIN <br />C <br />7 <br />TR3_ A3 <br />0 ~ <br />CR4 A4 <br />rl7 <br />ANNUNCIATOR <br />Sl <br />RAW WATER <br />PUMP STATION ALARM <br />VJ <br />FILTER PUMP <br />STATION ALARM <br />II <br />INTRUSION <br />STORAGE BASIN <br />LEVEL HIGH <br />GENERATOR <br />ALARM <br />UTILITY POWER <br />FAIL <br />FG <br />Fo <br />SPARE <br />SPARE <br />SPARE <br />1 <br />SPARE <br />(ANNUNCIATOR <br />INTEGRAL P.S.) <br />ANNUNCIATOR + AUTODIALER WIRING SCHEMATIC <br />I <br />FILTER + 4-20 MA 25:12% <br />1-5 <br />EFFLUENT FT 0VDC <br />3 t MAGNETIC _ 200 <br />FLOWMETER( I <br />SCALE DATE <br />AUGUST 1994 DESIGNED RLV SUBMITTED — <br />1/2' ■ 1' FSE DRAWN _ ZKV RECOMMENDED <br />CHECKED RLV APPROVED — <br />CHART <br />RECORDER <br />CR2 C2 <br />TR3 C3 <br />D�— <br />CR4 C4 <br />NOT TO SCALE <br />VOLTAGE TO <br />CURRENT ISOLATORS <br />(TYPICAL) <br />E/I 1]=--[ <br />----76I ]-o ----- EFFLUENTn PUMP <br />E/I 2 4-20 mA 83 POLYMER <br />PUMP <br />- ------------- -0 <br />+ ------------- -0 <br />CL2 & <br />E/I 3 4-20 mA 91 SO2 <br />PUMP <br />CHEMICAL PACING WIRING SCHEMATIC <br />C5 <br />AUTO DIALER <br />CHANNEL #1 <br />CHANNEL #2 <br />CHANNEL #3 <br />CHANNEL #4 <br />CHANNEL #5 <br />U CHANNEL #6 <br />Q CHANNEL #7 <br />0 CHANNEL #8 <br />COMMON <br />PACING CONTROLLER <br />(TYPICAL) <br />NOT TO SCALE <br />®DEWANTE AND STOWELL <br />CONSULTING ENGINEERS <br />SACRAMENTO, CALIFORNIA <br />E A F A H <br />REVISION DESCRIPTION BY I APP I DATE <br />RECORD DWG. CHANGES INCORP. DCL RMD 6-95 <br />FLAG CITY <br />SAN JOAQUIN CO.. CALIFORNIA <br />WASTEWATER TREATMENT FACILITIES <br />AIR DRYER <br />76 <br />FILTER AIR <br />SOLENOID <br />VALVE COMPRESSOR <br />XMFR "B" <br />SUPPLIED do INSTALLED <br />BY ELECTRICAL CONTACTOR <br />RECEPI <br />I <br />POLY <br />TANH <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />75 '� <br />!r Me <br />8'x10' FIBER -GLASS <br />BUILDING <br />�- CONTROL <br />PANEL <br />"FC" <br />GFI <br />#3 <br />3/4" PVC -40 <br />2#12, 1#12 GND <br />PNL 'LPB' <br />(EXACT LOOCATION DEPENDS <br />ON PREFAB VENDOR PLACEMENT) <br />SECTION <br />EFFLUENT POLYMER STORAGE <br />RECORD DRA WING <br />EFFLUENT POLYMER STORAGE <br />& PANEL "AM" WIRING SCHEMATICS <br />-GLASS <br />NG <br />0 Nm <br />01 <br />SCALE: 1/2" = 1' <br />3123 BROADWAY <br />SACRAMENTO, CA 95817 <br />'IIs 916-457-8144 <br />DRAWING NUMBER SHEET NUMBER <br />E' 9 39 OF 44 <br />4 <br />3 <br />E <br />1 <br />VJ <br />II <br />II� <br />—ice <br />�����► <br />XMFR "B" <br />SUPPLIED do INSTALLED <br />BY ELECTRICAL CONTACTOR <br />RECEPI <br />I <br />POLY <br />TANH <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />75 '� <br />!r Me <br />8'x10' FIBER -GLASS <br />BUILDING <br />�- CONTROL <br />PANEL <br />"FC" <br />GFI <br />#3 <br />3/4" PVC -40 <br />2#12, 1#12 GND <br />PNL 'LPB' <br />(EXACT LOOCATION DEPENDS <br />ON PREFAB VENDOR PLACEMENT) <br />SECTION <br />EFFLUENT POLYMER STORAGE <br />RECORD DRA WING <br />EFFLUENT POLYMER STORAGE <br />& PANEL "AM" WIRING SCHEMATICS <br />-GLASS <br />NG <br />0 Nm <br />01 <br />SCALE: 1/2" = 1' <br />3123 BROADWAY <br />SACRAMENTO, CA 95817 <br />'IIs 916-457-8144 <br />DRAWING NUMBER SHEET NUMBER <br />E' 9 39 OF 44 <br />4 <br />3 <br />E <br />1 <br />
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