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HomeMy WebLinkAboutRS-713B1)4.5 2)1 6 "x8" M.J. REDI MASONRY PIPE SUPPORT WALL 3' -0" LONG 3 WAY PLUG VALVE SUMP PUMP DISCHARGE PIPING i, DISCHARGE AIR DUCT I c° ALUMINUM ACCESS LADDER --\ t— l b I N T i i� I I to 1 u> FRESH AIR DUCT SEE MANUFACTURER'S - SPECIFICATIONS FOR FOUNDATION BOLT LAYOUT REQUIREMENTS f r _ 5' -6" I 13' -0" PLAN N.T.S. ENTRANCE HATCH—` AND TUBE ENTRANCE CONDUIT FINISHED GRADE '04 TO ELECTRICAL EL.= 196.01± SERVICE CABINET FIBERGLASS ENCLOSURE VALVE ( 1" CORPORATION STOP PVC AIR DUC 6" CHECK VALVE OF 6" FORCE MAIN EL.= 188.0' RIBS BELT GUAF OF PUMP SUCTION EL.185.0' BLOWER / DEHUMIDIFIER MOTOR -- SUMP PUMP (DISCHARGE TO EXISTING WET WELL) TOP OF SLAB j. EL.= 181.0''x' ( _ 12" MIN. COMPACTED--X CRUSHED STONE UNDISTURBED EARTH 8"DI FORCE MAIN FOR CONTINUATION, SEE SHEET C -1 6" PLUG VALVE 6" M J 6" FLANGED ADAPTER BELL T, OF 6" D.I. PIPE CASING EL.= 188.3' CONTROL PANEL MASONRY PIPE SUPPORT WALL 6" FLEXIBLE COUPLING (TYP) \\�\� #5 @ 12" E.F.,E.W. FILTER CLOTH J SEE GEOTECHNICAL REPORT IN SPECIFICATIONS SECTION 1 M -1 . � h r... N.T.S 6" FLEXIBLE COUPLING (TYP) MASONRY PIPE SUPPORT WALL 6' -0" LONG 6" D.I. SUCTION LINES, (2 REQ'D) 8" TRANSITE SEWER---. MANHOLE STEPS 1" COPPER TUBING FROM CORPORATION STOP TO WETWELL TO ALLOW AIR RELEASE IN FORCE MAIN 45' M.J. ELBOW 6 "D.I. — MORTAR 8" INFLUENT SEWER EL.= 170.84 -6 -- FILL WITH CONCRETE UNDERNEATH EACH PIPE TO PROVIDE SUPPORT FOR SUCTION PIPING AND BUBBLER TUBE SUPPORT �- -1" DIA. GALV. STEEL BUBBLER TUBE SUPPORT, FASTENED SECURELY TO WETWELL 8 10" INFLUENT SEWER HIGH LEVEL ALARM FLOAT BACKUP EL. =172.0 6" FLARE END 90' ELBOW —AIR BELL LEVEL CONTROL �s REMOVE PORTION OF CONCRETE SHELF TO ACCOMODATE SUCTION PIPES AND ELBOWS 1 M -1 ICK WETWELL �- 10" CAST IRON SEWER REMOVE EXISTING SUMP PUMP AND BUBBLER TUBE PIPING 3" REMOVE EXISTING SUCTION PIPING AND PLUG INSIDE WETWELL CLEANOUT CROSS CAPPED SEAL W/ BUTYL RUBBER JOINT SEALANT AND 2" OF NON— SHRINK WATERPROOF GROUT 0 INTERIOR AND EXTERIOR FACE OF WALL EXISTING BRICK WETWELL PUMP AND LEVEL CONTROLS SCHEDULE ITEM DESCRIPTION ELEV. NUMBER OF PUMPS REQUIRED 2 TYPE OF PUMPS SUCTION LIFT CENTRIFUGAL CAPACITY OF EACH PUMP 750 G.P.M. AT 52' TDH MINIMUM PUMP SUCTION IN. 6 MINIMUM PUMP DISCHARGE (IN.) 6 DRIVE TYPE BELT SEAL TYPE DOUBLE MECHANICAL MAXIMUM MOTOR H.P. 20 LEVEL CONTROLS HIGH LEVEL ALARM' - FLOAT BACKUP 172.00 HIGH LEVEL ALARM 171.00 LAG PUMP ON 170.50 LEAD PUMP ON 170.00 PUMPS OFF 168.00 LOW LEVEL ALARM 167.00 NOTES: 1. FOR PUMP DATA, SEE SCHEDULE THIS SHEET. 2. SHEETING IS REQUIRED ON ALL SIDES OF EXCAVATION FOR PUMP STATION. SEE GEOTECHNICAL REPORT IN THE SPECIFICATIONS. 3. SELECT BACKFILL IS REQUIRED WITH LARGEST STONE DIAMETER NOT EXCEEDING 3 ". Fti 1