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Ilr <br />ACCESS COVER <br />CONCRETE FILLET <br />INSTALL RETAINING COLLIER <br />AGAINST OUTSIDE OF WET WELL ::::� <br />VALVE VAULT-6'x4'x6' DEEP <br />W/ GRAVEL FILLED SUMP <br />USE OPEN HATCH <br />10" SWING CHECK VALVE (TYP) <br />AWWA FLG'D. ENDS, RUBBER FACED <br />FLAPPER. M&H OR EQUAL W/ LEVER <br />AND WEIGHT <br />VICTAULIC CPLGS. <br />HASP ON LID <br />4" WENT PIPE W/ SCREEN <br />SECURED OVER OPENING��`ti <br />48" RCP STORM DRAIN <br />1 FROM BASIN <br />PUMP CONTROL <br />PANEL <br />SEE DETL, THIS SHT. <br />MIN <br />1 r <br />.A <br />1 <br />ap0 <br />I I J <br />POWER CABLE <br />SENSOR CABLES <br />12" 0 PVC STILLWELL FOR LIQUID <br />LEVEL SENSORS. SEE DETL, THIS SHEET. <br />:011 <br />PUMP STATION - PLAN MEW <br />NTS <br />z <br />g 12" DISCHARGE <br />rC14TO SLOUGH <br />rj <br />6" N <br />ANCHOR GUIDE RAILS TO TOP <br />SLAB INSIDE ACCESS COVER uu <br />(EACH PUMP) <br />I '- <br />10" x90' BEND <br />8.5' I.D. <br />8.5' I.D. PRE -CAST RCP WET WELL <br />NON -SHRINK GROUT VOIDS (TYP.) <br />° <br />48" RCP SD FROM BASIN <br />2" GALVANIZED STEEL GUIDE RAIL <br />PIPE (2 PER PUMP) PROVIDE g <br />INTERMEDIATE SUPPORT AT EL=31.00 <br />LOCKABLE ACCESS COVER COMPLETE <br />W/ UPPER GUIDE RAIL BRACKETS, <br />CHAIN HOOKS, AND CABLE HOLDER. <br />(MIN. DIMENSIONS PER PUMP <br />MANUFACTURER REQUIREMENTS) <br />PAD ELEV=37.00 <br />2" CRUSHED GRAVEL OR A.B.C. <br />I� a <br />\ a TO CONTROL PANEL <br />-A--"'SEE DETAIL, THIS SHEET <br />�� CONDUIT AS REQUIRED <br />-----SUBMERSIBLE POWER CABLE <br />12"0 PVC STILL WELL WITH <br />1"0 DRILLED HOLES ® 12" O.C. <br />------- --(VERTICALLY)(3—ROWS, SEE DETL) <br />ANCHOR TO CONCRETE WALL WITH <br />GALVANIZED OR STAINLESS STEEL <br />ANCHOR STRAPS AND BOLTS AT <br />3' O.C. <br />y 10" FLEX CPLGS <br />1"0 HOLE ® 12" (TYP.) <br />PUMP SEQUENCING <br />LAG PUMP ON 27.00 <br />LEAD PUMP ON 26.00 <br />LAG PUMP OFF 25.00 <br />LEAD PUMP OFF 22.00 <br />00 <br />00 <br />00 <br />00 <br />00 <br />00 <br />00 <br />00 ° <br />00 v <br />00 <br />00 <br />00 <br />i 0" DISCHARGE PIPE o j-�— �---- <br />U Z <br />I z <br />Dic <br />j ,o n <br />LIFTING CHAIN TO ACCESS COVER(TYP.) <br />SUBMERSIBLE POWER CABLE <br />SUBMERSIBLE STORM WATER PUMP (2 REQ'D) <br />W/ QUICK DISCHARGE CONNECTOR & GUIDE <br />RAIL SYSTEM (4,000 GPM EA.) PER PROJECT <br />SPECIFICATIONS ITT FLYGT MODEL CP 3170-603, <br />25 HP, 1200 RPM, 30, 60 HZ — 460 VOLT, <br />EXPLOSION PROOF OR EQUAL <br />9" A.B.C. OR 3/4" GRAVEL <br />` j, COMPACT SUBGRADE TO <br />RELATIVE DENSITY <br />PUMP STATION - ELEVATION <br />NTS <br />REVISION DATE DESCRIPTION APPROVED DATE <br />WATERPROOF AS REQUIRED <br />POST CAP (TYP) <br />NEMA WIREWAY AS REQ'D <br />AUTOMATIC <br />3"Ox8' STEEL SERVICE DISC. DUPLEX <br />POST (TYP) METER SWITCH PUMP <br />CONTROL <br />PANEL <br />io <br />CROSS CHANNELS <br />AS REQUIRED <br />IJ <br />3,000 PSI CONC. <br />4V ELECTRIC <br />1 270 SERVICE <br />i, i -- <br />TO PUMPS LJ <br />NOTES: <br />1. ALL ELECTRICAL WORK, EQUIPMENT, FIXTURES, ETC. <br />SHALL CONFORM TO THE NATIONAL ELECTRIC CODE <br />AND APPLICABLE STATE AND LOCAL CODES. <br />2. GROUND RACK AND EQUIPMENT PER NATIONAL <br />ELECTRIC CODE. <br />STORM WATER PUMP <br />ELECTRICAL SERVICE PUMP CONTROL PANEL <br />(SCHEMATIC ONLY) NTS <br />COMPUTED: CELLA BARR <br />DRAWN BY: RAE 1071 <br />w� <br />ASSOCIATES, <br />z� <br />DESIGN BY: DJS w No. C 047099r <br />DOCERM - RA N W . L"SfJrPE ARMTECTURE . #MER RESOURCES . SLR&YW CL EXP. 12/31/99 <br />777 CAMPUS COMMONS ROAD SUITE 200 SACRAMENTO, CA 95825 *`rT4T C1VIL �P <br />PROJ. ENGR. SRB F�CAL�� <br />PHONE (916) 565-7446 FAX (916) 565-7452 <br />TRANSFORMER <br />20A/125V G.F.I.C. TYPE <br />RECEPTACLE W/ WATER <br />PROOF COVER <br />Z) l n^ro 6c Allk. umzr <br />® 3' O.C. <br />PLAN <br />I L w r1vu r1r'L <br />NOTE: <br />1. FLOATS MUST BE SERVICABLE AND REPLACABLE <br />WITHOUT ENTERING WET WELL. <br />PG&E <br />480V 30 4 WIRE SERVICE ALL 480 VOLT CIRCUIT BREAKERS SHALL <br />200A BE 25,000 AIC MINIMUM <br />22,500A SYMMETRICAL AVAILABLE PER PG&E <br />200A METER SOCKET AND TEST BLOCKS PER PG&E REQUIREMENTS <br />BOND TO WATER M <br />PER CODE #4 COPPER GROUND <br />3-250 MCM #6 GND, 2"C <br />#2 COPPER 3P — <br />200A = <br />1� <br />3P 125KW <br />GEN <br />200A TRANSFER SWITCH, 25,000A WITHSTAND RATING, MINIMUM <br />3-250 MCM 40A 1OKVA 480--120/240VOLT 10 3 WIRE <br />#6 GND <br />MINI POWER ZONE SQUARE D <br />2P 60A0 MODEL MPZ 10540 F OR <br />S 408 EQUAL WESTINGHOUSE. <br />2 #6, #6 GND, 3/4"C - #4 BARE CU, GROUND, 3/4"C <br />SIZE 4 COMB. STARTER <br />1� <br />O 3P" 75 PUMP <br />WIREWAY IS 401 <br />3 #1, #6 GND, 1-1/2"C SIZE 1 COMB. STARTER <br />3P" 1 CHLORINE BOOSTER PUMP <br />S 402 <br />3 #12, #12 GND, 3/4"C-SIZE 1 COMB. STARTER <br />1101, <br />�20'AA <br />_ELEVATION <br />STILLWELL DETAIL <br />NTS <br />2-1"0 HOLES <br />DRILLED AT 3' O.C. <br />FOR TYING LEVEL <br />SENSOR CABLES <br />TO STILLWELL <br />LEVEL SENSOR <br />CABLES <br />CAP ON BOTTOM <br />Z'O STILLING <br />PIPE WITH <br />ILES 1"b _.._.A— <br />L _ J <br />ET ---, A I <br />W.V. <br />-FLOOR <br />3P C~i 2 AIR COMPRESSOR <br />S 404 <br />ONE -LINE ELECTRICAL DIAGRAM <br />DEEP WELL PUMP STATION NTS <br />IMPROVEMENT PLANS FOR DATE: 10/28/1999 <br />BLACK OAK ESTATES SCALE: 20 <br />�``�--- HORIZONTAL: AS SHOWN <br />STORMWATER PUMP STATION EQUIPMENT DETAILS <br />VERTICAL: NONE <br />CADFILE: SHT20-PUMPSTATION.DWG 28 <br />COUNTY OF SAN JOAQUIN CALIFORNIA JOB NO: 530084.01 <br />PRINTED: THUR 10/28/1999 13,23:27 <br />