sps-1301_1_1

BASED ON WATER CORPORATION DRAWING AIR RELEASE/MOBILE PUMP CONNECTION POINT START OF PRESSURE MAIN 0.00 I.L. 50 20 500 (MIN) ANCHORS AND SET SCREWS. FIX WITH M12 SS MASONRY R.L. 300 CUT OUT LEVEL STANDBY CUT IN LEVEL ULTIMATE CUT IN LEVEL HIGH LEVEL ALARM OVERFLOW ALARM FLOW TO STORAGE PUMP LIFTING CHAIN DN INLET PIPE TOP OF TREAD 22 23 I.L. 16 500 REFER DETAIL H DN 32 PVC CONDUIT (TELSTRA) DN 32 PVC CONDUIT (EARTH) IF REQUIRED OF PUMP GUIDE RAILS LOCATED AT MID POINT PIPE SUPPORT TO BE DN 40 WATER SERVICE REFER DETAIL F 1 TOP OF 24 2 29 5 30 10 3 13 4 14 2 6 5 BE CAST IN-SITU ELECTRICAL SLAB TO 2 1 AND COUNTERSUNK HEAD SET SCREWS. RC SLAB WITH M6 SS MASONRY ANCHORS FIX CONTROL/ALARM HOLE COVER TO TOP OF ACCESS ROAD LEVEL 'HILTI HKD' SS M12 MASONRY ANCHORS AND SET SCREWS BRACKETS TO BE FIXED WITH EXTENSION SPINDLE GUIDE TWO GUIDE RAILS EACH PUMP SHALL HAVE 110 SLIDING STILE 19 = = 15 19 7 3 880 400 12 500 MIN. 1300 2700 AND SET SCREWS MASONRY ANCHORS FIX WITH M12 SS PLAN 14 HINGE 14 13 21 13 PRESSURE MAIN DN 13 REFER DETAIL E TESTING POINT 14 3 10 4 14 31 27 10 R.L. 6 27 5 13 5 29 27 5 2 18 15 14 14 DESIGNER TO BE DETERMINED BY CUBICLES AND CONDUITS DEVICE AND CABINET RPZ BACKFLOW PREVENTION LAYOUT OF ELECTRICAL 10 14 4 500 MIN 27 DN 20 x DN 10 COPPER ALLOY DETAIL H DN 50 PVC CONDUIT (ONE SPARE) 3 x DN 63 PVC CONDUITS (MAIN SUPPLY) DEPTHS ABOVE SS WASHER MINIMUM OF 2 NUT M20 SS ROD TO BE A BASE PLATE OF PUMP REPRESENTATIVE 'HILTI' HIT-HY150 CHEMICAL ADHESIVE THE SUPERINTENDENT'S AFTER INSPECTION BY SHALL BE PLACED CONCRETE TOPPING DISCHARGE BEND SELF CONNECTING 18 SCREWED SQUARE HEAD PLUG DN 10 COPPER ALLOY GATE VALVE DN 100 M.S.C.L. PIPE OR NON-RETURN VALVE SS PLATE WASHERS 50 x 50 x 10 THICK 27 DETAIL E x 170 DEEP DRILL 24 DIA HOLE PUMPING STATION BASE SLAB M20 SS NUTS THE FULL DEPTH TO BE SET INTO OF HOLE M20 SS ROD TO M20 SS LOCKNUT REDUCING NIPPLE THREADED DN 15 SCHEDULE 80S 316 R SERIES TO AS 1722.1 SS PIPE RISER WITH BOTH ENDS THREADED R20 TO AS 1722.1 (BSPT) AS REQUIRED TAPPING POINT NOTES 25 ASPHALT Ø10 COPPER ALLOY 150 LIMESTONE 11 25 ASPHALT DN 450 PVC PIPE 28 GUIDE RAIL BRACKET'. MANUFACTURER'S 'INTERMEDIATE PUMP GUIDE RAIL SHALL BE FIXED TO SUPPORT WITH PUMP (Guide Rail Configuration Shown Is Typical Only) 8 9 17 9 SITE DRILL WALL BRACKETS TO SUIT POSITIONING OF SUPPORT DN 100 MAGNETIC DN 450 FLOW METER (TYPICAL) SET SCREWS OR WITHIN 500 OF PIPE PERMITTED UNDER FIX WITH M12 SS MASONRY ANCHORS AND 20 WOOD EDGE LEVEL WITH ASPHALT DN 25 CONDUIT TO MAGNETIC FLOW METER CONCRETE SLAB. SERVICE PIPE NOTE: NO JOINTS IN DN 40 WATER 25 260 26 GROUT SEALING INTO PAINTED WITH NEAT CEMENT PASTE BEFORE TESTING OF PIPEWORK INSTALLATION AND CONCRETE AFTER WALL WITH COMPACTED RC SEGMENT WALL STEEL PIPE SHALL BE DN 100 MSCL PIPE DETAIL F GROUT CONCRETE SECTION SECTION 2600 550 550 2700 2700 600 550 TREAD SECTION SECTION 170 SECTION MATERIAL LIST PVC PIPE REFER B G D E A A A D C C G G B B D

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BASED ON WATER CORPORATION DRAWINGAIR RELEASE/MOBILE PUMP CONNECTION POINTSTART OF PRESSURE MAIN 0.00I.L.5020500 (MIN)ANCHORS AND SET SCREWS.FIX WITH M12 SS MASONRYR.L. 300CUT OUT LEVEL STANDBY CUT IN LEVEL ULTIMATE CUT IN LEVEL HIGH LEVEL ALARMOVERFLOW ALARMFLOW TO STORAGEPUMP LIFTING CHAINDN INLET PIPETOP OF TREAD2223I.L.16500REFER DETAIL HDN 32 PVC CONDUIT (TELSTRA)DN 32 PVC CONDUIT (EARTH)IF REQUIREDOF PUMP GUIDE RAILSLOCATED AT MID POINTPIPE SUPPORT TO BEDN 40 WATER SERVICEREFER DETAIL F1TOP OF24229 53010 31341426 5BE CAST IN-SITUELECTRICAL SLAB TO21AND COUNTERSUNK HEAD SET SCREWS.RC SLAB WITH M6 SS MASONRY ANCHORS FIX CONTROL/ALARM HOLE COVER TOTOP OF ACCESS ROAD LEVEL'HILTI HKD' SS M12 MASONRYANCHORS AND SET SCREWSBRACKETS TO BE FIXED WITHEXTENSION SPINDLE GUIDE TWO GUIDE RAILSEACH PUMP SHALL HAVE110SLIDING STILE19==151973880 40012500MIN.13002700AND SET SCREWSMASONRY ANCHORSFIX WITH M12 SSPLAN14HINGE14132113PRESSURE MAINDN13REFER DETAIL ETESTING POINT14310414312710R.L. 627 513529 275218151414DESIGNERTO BE DETERMINED BYCUBICLES AND CONDUITSDEVICE AND CABINETRPZ BACKFLOW PREVENTIONLAYOUT OF ELECTRICAL10144500 MIN27DN 20 x DN 10 COPPER ALLOYDETAIL HDN 50 PVC CONDUIT(ONE SPARE)3 x DN 63 PVC CONDUITS(MAIN SUPPLY)DEPTHS ABOVE SS WASHERMINIMUM OF 2 NUTM20 SS ROD TO BE ABASE PLATE OF PUMPREPRESENTATIVE'HILTI' HIT-HY150CHEMICAL ADHESIVETHE SUPERINTENDENT'SAFTER INSPECTION BYSHALL BE PLACED CONCRETE TOPPING DISCHARGE BENDSELF CONNECTING18SCREWED SQUAREHEAD PLUGDN 10 COPPERALLOY GATE VALVEDN 100 M.S.C.L. PIPEOR NON-RETURN VALVESS PLATE WASHERS50 x 50 x 10 THICK27DETAIL Ex 170 DEEPDRILL 24 DIA HOLEPUMPING STATIONBASE SLABM20 SS NUTSTHE FULL DEPTHTO BE SET INTOOF HOLEM20 SS ROD TOM20 SS LOCKNUTREDUCING NIPPLE THREADEDDN 15 SCHEDULE 80S 316R SERIES TO AS 1722.1SS PIPE RISER WITH BOTH ENDSTHREADED R20 TO AS 1722.1(BSPT) AS REQUIREDTAPPING POINTNOTES25 ASPHALT10 COPPER ALLOY150 LIMESTONE1125 ASPHALTDN 450 PVC PIPE28GUIDE RAIL BRACKET'.MANUFACTURER'S 'INTERMEDIATEPUMP GUIDE RAIL SHALL BEFIXED TO SUPPORT WITH PUMP(Guide Rail ConfigurationShown Is Typical Only)89179SITE DRILL WALL BRACKETS TOSUIT POSITIONING OF SUPPORTDN 100 MAGNETICDN 450 FLOW METER(TYPICAL)SET SCREWS OR WITHIN 500 OF PIPE PERMITTED UNDERFIX WITH M12 SS MASONRYANCHORS AND20 WOOD EDGELEVEL WITH ASPHALTDN 25 CONDUIT TOMAGNETIC FLOW METERCONCRETE SLAB.SERVICE PIPENOTE: NO JOINTS INDN 40 WATER 2526026GROUT SEALING INTOPAINTED WITH NEATCEMENT PASTE BEFORETESTING OF PIPEWORKINSTALLATION ANDCONCRETE AFTER WALL WITH COMPACTEDRC SEGMENT WALLSTEEL PIPE SHALL BEDN 100 MSCL PIPEDETAIL FGROUTCONCRETESECTIONSECTION260055055027002700600550TREADSECTIONSECTION170SECTIONMATERIAL LISTPVC PIPEREFER BGDEAAADCCG GB BD

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