BASED ON WATER CORPORATION DRAWING1105050R.L.R.L.450TOP OF ACCESS PLACE AFTER INSTALLATION x 2 RUBBER RING SOCKETSDN STRAIGHT COUPLING CONCRETE VIBRATED INTO WATERTIGHT WITH PIPE.DN INLET PIPE1 -REFER DETAIL DSEGMENT WITH BUTT END.R.C. PUMPING STATIONEPOXY MORTAR JOINT- 2440 LENGTHS AND100FACE. REFER NOTE 3FACE AND 67 MIN. ON OUTSIDE - 1100 LENGTHS OFCOVER TO BE 60 MIN. ON INSIDE'CLASS 2' REINFORCEMENT WITHDIAMETER 2250 WALL THICKNESS 150WITH RUBBER RING JOINTS. INTERNALR.C. PUMPING STATION SEGMENTSMIN.250I.L.INLET PIPEWORKMASS CONCRETE HOLEFINISH TOSTEEL TROWEL100500100CONCRETE TOPPINGRC PUMPINGSTATION BASE UNITTOPPING DEPTH TYPICALLY (50-250)CONTROLLED BY LADDER DIMENSIONINGG.L550 550COVER SLAB2501300PUMPING WELLPLAN250 HOLES500NOTESWET-WELL CONSTRUCTION SEQUENCER.L.(TYPICAL ONLY)ACCORDANCE WITH THEMIXED AND APPLIED INDETAIL DTOP SLAB SHALL BE SET ON AMANUFACTURER'S INSTRUCTIONSBED OF EPOXY MORTAR ORG.L1100300250BCSECTION244024402440500SECTIONROAD LEVELHOLE SHALL BE SEALED OF PIPE.450SECTIONBA ACCAB