Submersible Pump Station Plan and Section
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OUTSIDE SWING ARMCHECK VALVE-- SS CABLE HOLDER PLUG VALVE CONCRETE THRUST COLLAR~ QN 6 90°, DI RISER BLINDFLANGE 3,4,ZT SS CHAIN HOOK Jt ONLY 2 ABOVE GRADE aOZ7 -|| 7 BBE| Anke aa Cr REDUCER 6 MJ BsNL iJ Vom Aalst - 4 ee HH Tt TEE W BLOCKING 228|| a55|| A awaWA Getleg TH | blag lp Epa lg sae, -- Tee wr srocuinsAEF, eR1|| FLANGE COUPLING wo-_ ADAPTER 53N GUIDE BARS PVC OR D1I oFFORCE MAIN ZzGRAVITY SANITARY SEWEROR INCOMING FORCE MAIN OO CL WELL PRECAST CONCRETEVALVE VAULT MIN4Wx5L INSIDE DIMENSIONSDEPTH AS REQUIREDNOTE NOT TO SCALEINSIDE OF WETWELL INCLUDING ALL PIPINGSHALL BE FACTORY EPOXY COATED MIN 50 MILSURFACE DRY EPOXY SEALER PRIME COATINGAND FINISH COATING SHALL BE APPROVED BYCOUNTY PRIOR TO INSTALLATIONVIN 53 LOCKABLE ALUMINUM MIN 3x3 LOCKABLE ALUMINUM» SxS ACCESS HATCH W 300 PSF MINACCESS HATCH W 300 PSF MIN SS CABLE HOLDER LOADING RATELOADING RATETOP SLAB WALL SLEEVE MIN 1 12 SCH 40 PVC SUMP DISCHARGESHALL BE FASTENED TO WALL WShack SS PIPE CLAMPS DISHCHARGE SHALLMIN 4S SCHEDULE 80 ss INCLUDE UNION, CHECK VALVE, AND BALL VALVEPVC SCREENED VENT PIPE Lt}, GUIDE OUTSIDE SWING ARMPRE-CAST REINFORCED | ~| Ul BAR CHECK VAVLECONCRETE TOP , |1 LI IN FINISHED GRADEtt - J SLOPE ---eT AE AI U 1 _eT Te GATE VALVE 4 MIN COVERPOWER CABLE | PRESSURE GAUGE AND TRANSMITTER6 MIN 1D PRE-CAST REINFORCED Oe TEE D1 DISCHARGEo ~~ | SS | | i tyr edCONCRETE WET WELL 90° BEND 7A -- a THeTTT [esGRAVITY SANITARY | N CONCRETE THRUST COLLARSEWER LINE ; Hour Levelt | oS YO FLOOR SHALL SLOPE TO SUMP PITn| SENSORS C , FLANGE COUPLING ADAPTERSUMP PIT MIN 15x15x12 DEPTHi 10 GPM SUMP PUMPr - MIN 6 ABC STONEINVERT IN| 0 - HIGH LEVEL ALARM ON NOTELAG PUMP ON t+ v a PRESSURE GAUGES WITHLEAD PUMP ON DIP TRANSMITTER SHALL BEINSTALLED ON DISCHARGEPUMP Lo Tr | DISCHARGE CONNECTION SIDE OF EACH CHECK VALVEGROUT a I WETWELL SHALL HAVE TAPS FOR GAUGES SHALL BEmt Sal A By EXTENDED BASE SET INSTALLED ON UPSTREAMPUMPS OFF LX Sa es INTO BASE SLAB SIDE OF CHECK VALVEALSO ALTERNATES --SsLEADLAG SEQUENCESA dosbdsedeedeadetadetade adalat aa tale orledarledarls CONC BASE SLAB FOR LEVELING -305 go 95050582050 058-8 SS et fe THICKNESS TO PREVENT FLOTATIONMUST MAINTAIN PUMP WITHMANUFACTURERS RECOMMENDED CLEARANCE PLUS 1"NOT TO SCALE| Name [Date | ESDrawnBy | | SN PAGEChecked By; [ sa eaSn eratrowed Bs JORINSTON COUNTY A ara SO STANDARD DETAILApproved By | | St soDepartment of Public Utilities A 45Scale | ssisi'isisSd PO Box 2263 Qo ras fF Submersible PumpSE Station Plan Sectionar SG Age"Description | Date _ |init | SEE