sps-1303_1_1

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BASED ON WATER CORPORATION DRAWING 110 50 50 R.L. R.L. 450 TOP OF ACCESS PLACE AFTER INSTALLATION x 2 RUBBER RING SOCKETS DN STRAIGHT COUPLING CONCRETE VIBRATED INTO WATERTIGHT WITH PIPE. DN INLET PIPE 1 - REFER DETAIL D SEGMENT WITH BUTT END. R.C. PUMPING STATION EPOXY MORTAR JOINT - 2440 LENGTHS AND 100 FACE. REFER NOTE 3 FACE AND 67 MIN. ON OUTSIDE - 1100 LENGTHS OF COVER TO BE 60 MIN. ON INSIDE 'CLASS 2' REINFORCEMENT WITH DIAMETER 2250 WALL THICKNESS 150 WITH RUBBER RING JOINTS. INTERNAL R.C. PUMPING STATION SEGMENTS MIN. 250 I.L. INLET PIPEWORK MASS CONCRETE Ø HOLE FINISH TO STEEL TROWEL 100 500 100 CONCRETE TOPPING RC PUMPING STATION BASE UNIT TOPPING DEPTH TYPICALLY (50-250) CONTROLLED BY LADDER DIMENSIONING G.L 550 550 COVER SLAB 250 1300 PUMPING WELL PLAN Ø250 HOLES 500 NOTES WET-WELL CONSTRUCTION SEQUENCE R.L. (TYPICAL ONLY) ACCORDANCE WITH THE MIXED AND APPLIED IN DETAIL D TOP SLAB SHALL BE SET ON A MANUFACTURER'S INSTRUCTIONS BED OF EPOXY MORTAR OR G.L 1100 300 250 B C SECTION 2440 2440 2440 500 SECTION ROAD LEVEL HOLE SHALL BE SEALED OF PIPE. 450 SECTION B A A C C A B

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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