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48" RCP STORM DRAIN WATERPROOF AS REQUIRED <br />I FROM BASIN <br />POST CAP (TYP) <br />PUMP CONTROL <br />PANEL NEMA WIREWAY AS REQ'D 2-1"0 HOLES <br />SEE DETL, THIS SHT. DRILLED AT 3' O.C. <br />FOR TYING LEVEL <br />o-, 35"yM�N' 11 1"0 HOLES DRILLED SENSOR CABLES <br />ACCESS COVER MIN AUTOMATIC TRANSFORMER AT 12" O.C. --� TO STILLWELL <br />3"0x8' STEEL SERVICELl <br />DUPLEX <br />POST (TYP) METER PUMP • 1 • <br />+ POWER CABLE <br />CONTROL LEVEL SENSOR <br />+ PANEL WET WELL CABLES <br />I � <br />- -� - WALL <br />20A/125V G.F.I.C. TYPE PVC CAP ON BOTTOM <br />RECEPTACLE W/ WATER OF 1270 STILLING <br />CONCRETE FILLET <br />PROOF COVER WELL PIPE WITH <br />CROSS CHANNELS _ / 4 HOLES 1"0 <br />SENSOR CABLES AS REQUIRED <br />/ 1 <br />INSTALL RETAINING COLLIER s o � I <br />AGAINST OUTSIDE OF WET WELL 1270 PVC STILLWELL FOR LIQUID <br />LEVEL SENSORS. SEE DETL, THIS SHEET. <br />VALVE VAULT-6'x4'x6' DEEP CABLE TIES L_ J <br />W/ GRAVEL FILLED SUMP ICONC. <br />USE OPEN HATCH FILLET <br />10" SWING CHECK VALVE (TYP) <br />LEVEL <br />RS <br />AWWA FLG'D. ENDS, RUBBER FACED PUMP STATION -PLAN <br />`AEW AT ELEVATION <br />FLAPPER. M&H OR EQUAL W/ LEVER O O NTS I PER PLANl AND WEIGHT STAINLESS STEEL <br />n LJ � I I �TO PUMPS FLJ `° <br />STRAPS & ANCHORS 1270 PVC PIPE <br />VICTAULIC CPLGS. 3,000 PSI CONC. 460V ELECTRIC ® 3' O.C. <br />FLOOR <br />12" 0 SERVICE <br />LOCKABLE ACCESS COVER COMPLETE .W. <br />HASP ON LID W/ UPPER GUIDE RAIL BRACKETS, NOTES: PLAN ELEVATION W <br />CHAIN HOOKS, AND CABLE HOLDER. <br />(MIN. DIMENSIONS PER PUMP 1. ALL <br />4" WENT PIPE W/ SCREEN MANUFACTURER REQUIREMENTS SHALL CONFORM ATOWTHE NATIONAL ELECTRICRCODEC <br />SECURED OVER OPENING ) <br />NOTE: -- Z AND APPLICABLE STATE AND LOCAL CODES. 1. FLOATS MUST BE SERVICABLE AND REPLACABLE <br />12" DISCHARGE �� <br />TO SLOUGH 2. GROUND RACK AND EQUIPMENT PER NATIONAL WITHOUT ENTERING WET WELL. <br />PAD ELEV=37.00 ELECTRIC CODE. <br />FIR>r-"-2" CRUSHED GRAVEL OR A.B.C.OM WAR PUMP <br />ELECTRICAL SERVICE PUMP CONTROL PANEL <br />� � �, STILLWELL DETAIL <br />N I N (SCHEMATIC ONLY) NTS NTS <br />ANCHOR GUIDE RAILS TO TOP l �� TO CONTROL PANEL <br />�. SEE DETAIL, THIS SHEET <br />SLAB INSIDE ACCESS COVER <br />(EACH PUMP) 00 <br />Ln <br />CONDUIT AS REQUIRED PG&E <br />0 0 480V 30 4 WIRE SERVICE ALL 480 VOLT CIRCUIT BREAKERS SHALL <br />SUBMERSIBLE POWER CABLE <br />200A BE 25,000 AIC MINIMUM <br />00 <br />22,500A SYMMETRICAL AVAILABLE PER PG&E <br />10"x90' BEND 00 12"0 PVC STILL WELL WITH <br />1"0 DRILLED HOLES ® 12" O.C. 200A METER SOCKET AND TEST BLOCKS PER PG&E REQUIREMENTS <br />00 (VERTICALLY) (3 -ROWS, SEE DETL) BOND TO WATER M <br />ANCHOR TO CONCRETE WALL WITH PER CODE #4 COPPER GROUND <br />GALVANIZED OR STAINLESS STEEL <br />8.5' 1. D. 00 ANCHOR STRAPS AND BOLTS AT O 3-250 MCM #6 GND, 2"C <br />3' O.C. #2 COPPER 3P _ <br />200A = <br />8.5' I.D. PRE-CAST RCP WET WELL 00 175A <br />10" FLEX CPLGS 3P 125KW <br />00 GEN <br />NON-SHRINK GROUT VOIDS (TYP.) <br />1"0 HOLE 0 12" (TYP.) 200A TRANSFER SWITCH, 25,000A WITHSTAND RATING, MINIMUM <br />00 <br />48" RCP SD FROM BASIN 00 PUMP SEQUENCING MCM <br />#6 GN <br />LAG PUMP ON 27.00 #6 GND 40A �10KVA 480-120/240VOLT 10 3 WIRE <br />LEAD PUMP ON 2.00 �� MINI POWER ZONE SQUARE D <br />pp 0 0 LAG PUMP OFF 255.LEAD PUMP OFF 22.00 00 2P 60A0 �"-- MODEL MPZ 10540 F OR <br />S 408 EQUAL WESTINGHOUSE. <br />2" GALVANIZED STEEL GUIDE RAIL 00 2 #6, #6 GND, 3/4"C #4 BARE CU, GROUND, 3/4"C <br />PIPE (2 PER PUMP) PROVIDESIZE 4 COMB. STARTER <br />INTERMEDIATE SUPPORT AT EL=31.00 LIFTING CHAIN TO ACCESS COVER(TYP.) <br />125A <br />SUBMERSIBLE POWER CABLE <br />O 3P 75 PUMP <br />10" DISCHARGE PIPE o ( WIREWAYS 401 <br />L I SUBMERSIBLE STORM WATER PUMP (2 REQ'D) <br />UZ_ / W/ QUICK DISCHARGE CONNECTOR & GUIDE 3 #1, #6 GND, 1-1/2"C SIZE 1 COMB. STARTER <br />RAIL SYSTEM (4,000 GPM EA.) PER PROJECT <br />�+ m SPECIFICATIONS ITT FLYGT MODEL CP 3170-603, 20A <br />n i a 25 HP, 1200 RPM, 30> 60 HZ - 460 VOLT, �\ <br />Z EXPLOSION PROOF OR EQUAL 3P 0­1 I— J�j-O-- -�j CHLORINE BOOSTER PUMP <br />S 402 <br />_ <br />3 \ A WET WELL INV=20.00 3 #12, #12 GND, 3/4% /-SIZE 1 COMB. STARTER <br />Flo' <br />a <br />_�. 9" A.B.C. OR 3/4" GRAVEL 20A <br />10� , `, �� i�� i ���; ` ��� ��/; / "/��%//� 'L COMPACT SUBGRADE TO �\ <br />a V� `��� ` �'��� V';:;�� /�' 95% RELATIVE DENSITY 3P 2 AIR COMPRESSOR <br />= S 404 <br />CAVE-UNE ELECTRICAL DIAGRAM <br />PUMP STATION -ELEVATION DEEP WELL PUMP STATION "'S <br />zl NTS <br />w <br />REVISION DATE DESCRIPTION APPROVED DATE <br />g COMPUTED: CELLA BARREss/ON IMPROVEMENT PLANS FOR <br />e q BLACK OAK ESTATES SCALE;10/2s/lsss 20 <br />,n DRAWN BY: RAE JF' <br />afmf ASSOCIATES ~ �� = Z <br />DESIGN BY: DJS N0. C 047099 HORIZONTAL: AS SHOWN OF <br />DUAIRM-PLANNM•IANDSMARCHITECTURE .*TER RESMRCES.SURVM O� E%P.12/31/99 /Z- /z STORMWATER PUMP STATION EQUIPMENT DETAILS VERTICAL: NONE <br />PROJ. ENGR. SRB 777 CAMPUS COMMONS ROAD SUITE 200 SACRAMENTO, CA 95625 TAT �P <br />3 PHONE (916) 565-7446 FAX (916) 565-7452 FOFCAU COUNTY OF SAN JOA UIN <br />CADFILE: SHT20—PUMPSTATION.DWG 28 <br />Q CALIFORNIA JOB NO: 530084.01 <br />PRINTED: THUR 10/28/1999 13:23:27 <br />