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SEQ Non-Drinking Water Drawings 2200 Series (PDF)

SEQ Non-Drinking Water Drawings 2200 Series (PDF)

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ALIGN WITH PROPERTYTRUNCATION POINT(UNLESS SPECIFIEDOTHERWISE)SLUICEVALVEIN VERGEDICL SOC-SOC-FLTEEPE STUB FLANGE& BACKING RINGSEE <strong>SEQ</strong>-WAT-1313-1FLANGED OR GRIPPEROR PE STUBBEDSLUICE VALVE IN VERGEELECTROFUSION COUPLINGOR BUTT FUSION JOINTDICL OR PVC PIPEPROPERTY BOUNDARYFL-SOCCONNECTORTYPICAL DUAL WATER SYSTEM WATER INSTALLATION OF PVC & DI PIPES & FITTINGSTHRUSTRESTRAINTDICL SOC-SOC-FL TEEDI PRETAPPED CONNECTORSFOR SERVICE CONNECTIONSAS REQUIRED (SEE NOTE 7)SOC-SOC OR SOC-SPTEE FOR FLUSHING POINTPROPERTY BOUNDARYTAPPING BANDSEE NOTES 7 TO 13ELECTROFUSIONFLUSHING TEEPROPERTY BOUNDARYTHRUST BLOCKSOC-SOCBENDELECTROFUSION COUPLINGOR BUTT FUSION JOINTPE PIPESEE NOTE 15ELECTROFUSION SADDLEFOR SERVICE CONNECTIONSOC-SOC CONCENTRICTAPER IF REQUIRED.FL-SOCFLUSHING / WASHOUTBEND FOR DEAD END MAINONLY SEE <strong>SEQ</strong>-NDW-2205-1PROPERTY BOUNDARYELECTROFUSIONFLUSHING TEEDN100FLUSHING BENDSEE <strong>SEQ</strong>-NDW-2205-1THRUST BLOCKELECTROFUSION SADDLE FORSERVICE CONNECTIONNOTES:1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS SHOWN OTHERWISE.2. INSTALL PIPEWORK PARALLEL TO PROPERTY BOUNDARIES.3. MAIN, SERVICE AND METER SHALL BE INSTALLED BY THE DEVELOPER.4. WRAP FLANGES AND BOLTS, WITH A PETROLATUM TAPE SYSTEM INACCORDANCE WITH <strong>SEQ</strong>-WAT-1313-1.DI & PVC PIPE5. DUCTILE IRON FITTINGS MAY BE USED WITH DI & PVC PIPE. FITTINGSSHALL BE FBE COATED AND LINED. CEMENT LINED FITTINGS WITH ABITUMINOUS EXTERNAL COATING MAY BE USED WITH APPROVAL. DONOT USE PVC FITTINGS.6. PE SLEEVING, COLOURED FOR THE PRODUCT IS REQUIRED ON ALL DIPIPE AND FITTINGS APPLIED IN ACCORDANCE WITH AS 3681. TWOTHICKNESSES REQUIRED BETWEEN FITTINGS AND THRUST BLOCK.REINSTATE ANY DAMAGED SLEEVING AS PER MANUFACTURER'SSPECIFICATIONS.7. USE PRE-TAPPED CONNECTORS ON DN 100 TO DN 300 NEW MAININSTALLATIONS.8. USE TAPPING BANDS FOR CONNECTIONS TO EXISTING MAINS.9. FOR ALL RENEWALS, ELECTRICALLY ISOLATE COPPER SERVICES FROMDICL PIPE.PVC PIPE10 USE PRE-TAPPED CONNECTORS,REFER NOTE 7.11. PVC PIPE SHALL NOT BE IN CONTACT WITH THRUST BLOCK CONCRETE.12. MAXIMUM SIZE OF DRILLED HOLES FOR SERVICE CONNECTIONS IN PVCPIPE TO BE 30% DN OR 50mm (LOWER VALUE TO BE USED).DI PIPE13. DIRECT TAPPING OF DICL PIPE IS PROHIBITED.14. DI SPIGOTS SHALL NOT BE FITTED INTO PVC SOCKETS.PE PIPE15. PE PIPE MAY BE COLD BENT TO MAXIMUM RADIUS AS PER POP202.STAKES OR OTHER SOURCES OF POINT LOADS SHALL NOT BE USED TOASSIST IN BENDING THE PIPE.16. MAKE ALLOWANCE DURING CONSTRUCTION FOR EXPANSION ANDCONTRACTION OF PE PIPE DUE TO TEMPERATURE CHANGES.17. ELECTROFUSION AND BUTT WELDING TO BE IN ACCORDANCE WITHWSA-01 (POLYETHYLENE CODE), BUTT WELDING IN TRENCHES IS NOTPERMITTED.18. ALL MECHANICAL COUPLINGS TO BE SELF-RESTRAINING.19. REFER <strong>SEQ</strong>-NDW-2212-1 FOR TYPICAL PE ARRANGEMENTS.VALVES20. ALL VALVES TO BE RESTRAINED, REFER <strong>SEQ</strong>-WAT-1206-1.TYPICAL DUAL WATER SYSTEM WATER INSTALLATION OF PE PIPES & FITTINGSREV. No.DATEDESCRIPTIONAUTH.<strong>SEQ</strong> WATERWATER SUPPLY STANDARD DRAWING GCCC LCC RCC QUU UWDUAL WATER SUPPLY SYSTEMDRAWING No.VERSIONSERVICE PROVIDERS TYPICAL MAINS CONSTRUCTION<strong>SEQ</strong>-NDW-2201-1 AWORK PRACTICES MUST COMPLY WITH ALL APPLICABLEOCCUPATIONAL HEALTH & SAFETY LEGISLATIONNOT TO SCALEORG DATE:1/1/2013


WMAXIMUM NUMBER OFPROPERTY SERVICE CONNECTIONSTO NON-DRINKING WATERDN 63 MAINSLOT ENDWLOT FWNDWWNDWWNDWWLOT GWNDW1000WNDWWLOT HSEE <strong>SEQ</strong>-NDW-2205-110 ET (DWELLINGS)NDWPROPERTY BOUNDARYFOR DRINKING WATER MAINDETAILS SEE <strong>SEQ</strong>-WAT-1104-1LOT DNDWNDWWWWNDWLOT CLOT BLOT APROPERTY BOUNDARYWNDWWWNDW NDW NDW NDW NDWW W W W W WNDW NDW NDW NDW NDW NDW NDW NDW NDWW W W W W W W W W W W WKERB LINEF40m FROM HYDRANTTO LAST PROPERTYFHWF FLOT JLOT KISOLATION VALVESLOT IPROPERTY BOUNDARY500KERB LINENON-DRINKINGDRINKINGNOTES1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS SHOWN OTHERWISE.2. PIPE MATERIAL TO BE IN ACCORDANCE WITH CODE.3. PE ELECTROFUSION (EF) FITTINGS TO BE CLASS PN 16 (MIN.)4. WHERE POSSIBLE USE A SINGLE LENGTH OF PE PIPE.5. DO NOT CURVE PE PIPES TO A RADIUS OF LESS THAN THAT NOMINATED IN POP202.6. BACKING FLANGES, NUTS, BOLTS AND WASHERS TO BE MANUFACTURED FROMGRADE 316 STAINLESS STEEL.7. THRUST BLOCKS TO BE IN ACCORDANCE WITH <strong>SEQ</strong>-WAT-1205-1 AND <strong>SEQ</strong>-WAT-1206-1.8. FIT THE FLUSHING POINT VALVE IN SUCH A WAY AS TO PREVENT MOVEMENT ORROTATION OF THE VALVE BODY. PROVIDE A SUITABLE DUST CAP TO KEEP OUT DIRT ANDGRAVEL. DRILL DUST CAP WITH 4 DIA DRILL.9. FOR CONNECTION TO EXISTING MAINS SEE <strong>SEQ</strong>-WAT-1105-2.TERMINAL END OF CUL-DE-SACREV. No.DATEDESCRIPTIONAUTH.<strong>SEQ</strong> WATERWORK PRACTICES MUST COMPLY WITH ALL APPLICABLEOCCUPATIONAL HEALTH & SAFETY LEGISLATIONWATER SUPPLY STANDARD DRAWINGDUAL WATER SUPPLY SYSTEMGCCCDRAWING No.SERVICE PROVIDERS TYPICAL MAINS CONSTRUCTION<strong>SEQ</strong>-NDW-2202-1 ACUL-DE-SAC ARRANGEMENTLCCNOT TO SCALERCCQUUUWVERSIONORG DATE:1/1/2013


PROPERTYSIDEBDYNDW WNDW WBOUNDARY600300NDW WNDW WSIDEBDYBOUNDARYBALLVALVECLOSED100500TO BALL VALVEDN25 PIPEREFER NOTE 3PRE-TAPPEDCONNECTOR WITHBALL VALVE OPENDRINKING WATERNON-DRINKINGWATERDN25 PIPEREFER NOTE 3ALL PROPERTYSERVICE PIPEWORKSHALL BESAND BEDDED(PIPE SHOWNBENT FOR CLARITY)DN25 PIPEREFER NOTE 3MINIMUM RADIUSFOR DN25 PIPE IS 750ROAD CROSSING CONDUITSREFER <strong>SEQ</strong>-WAT-1108-3 FORWATER METER INSTALLATIONDETAILSNDWWNOTES:SHORT SERVICES1. FOR SINGLE PROPERTY SERVICE AND GENERALPROPERTY SERVICE INSTALLATION DETAILSREFER TO STD DWG <strong>SEQ</strong>-WAT-1108-2. TWINDRINKING AND TWIN NON-DRINKING WATERSERVICE TYPICAL INSTALLATION DETAILSREFER STD DWG. <strong>SEQ</strong>-NDW-2203-1.2. FOR PROPERTY SERVICE PIPE DETAILSREFER TO NOTES AND THE GENERAL DETAILSON STD DWG <strong>SEQ</strong>-NDW-2203-1.3. FOR NON-DRINKING WATER PROPERTYSERVICE PRESSURE PIPE COLOURS ANDMARKING DETAILS REFER TO STANDARDDRAWING <strong>SEQ</strong>-NDW-2203-1.4. FOR MINIMUM TAPPING DISTANCES REFER TOSTANDARD DRAWING <strong>SEQ</strong>-NDW-2203-1.5. FOR WATER METER INSTALLATION DETAILSREFER <strong>SEQ</strong>-WAT-1108-3.6. DIMENSIONS ARE IN MILLIMETRES UNLESSSHOWN OTHERWISE.REV. No.DATEDESCRIPTIONPROPERTY SERVICECONDUIT DETAILSREFER <strong>SEQ</strong>-WAT-2203-1AUTH.MINIMUM RADIUSFOR DN25 PIPE IS 500<strong>SEQ</strong> WATERLONG SERVICESEND ELEVATIONDRINKING WATERMAINPLANPRETAPPED TWIN CONNECTOR (DI)(FOR DN200+ DI PIPES SINGLE PORT)150 MINWORK PRACTICES MUST COMPLY WITH ALL APPLICABLEOCCUPATIONAL HEALTH & SAFETY LEGISLATIONWREFERNOTE 4NDW150 MINNON-DRINKING WATER MAINTYPICAL SERVICE CROSSOVERS(FOR DN100 - DN300 PE & DI PIPES)WATER SUPPLY STANDARD DRAWINGDUAL WATER SUPPLY SYSTEM500mmTO BALL VALVEDN25 PROPERTY SERVICEPIPE 75 SAND BEDDED ALL AROUNDGCCCDRAWING No.LCCPROPERTY BOUNDARYREFER <strong>SEQ</strong>-WAT-1108-3FOR WATER METERINSTALLATIONSERVICE PROVIDERS TWIN PROPERTY SERVICES<strong>SEQ</strong>-NDW-2204-1 AMAIN TO METERNOT TO SCALERCCQUUUWVERSIONORG DATE:1/1/2013


TRENCH WIDTHREFER TABLE 1TRENCH WIDTHREFER TABLE 1COVER REFER<strong>SEQ</strong>-WAT-1200-2FSLMARKER TAPEREFER NOTE 6PIPEEMBEDMENTREFERTABLE 1LoLbDN2DN1TRENCH FILLREFER NOTE 3EMBEDMENTREFER NOTE 3ROADCOVER REFER<strong>SEQ</strong>-WAT-1200-2FSLMARKER TAPEREFER NOTE 6PIPEEMBEDMENTREFERTABLE 1LoLbDN1DN2TRENCH FILLREFER NOTE 3EMBEDMENTREFER NOTE 3ROADNON-DRINKINGWATER MAINLcREFERNOTE 5LcDRINKING WATER MAINNON-DRINKINGWATER MAINLcLcDRINKING WATER MAINCLEARANCEREFER NOTE 7CLEARANCEREFER NOTE 7CLEARANCEREFER NOTE 7CLEARANCEREFER NOTE 7TYPICAL TRENCH INSTALLATIONFOR SAME DIAMETER MAINSTYPICAL TRENCH INSTALLATIONFOR DIFFERENT DIAMETER MAINSNOTES:DN100150200250300TRENCH AND EMBEDMENT DIMENSIONSTRENCH WIDTH500+DN1+DN2 75600+DN1+DN2750+DN1+DN2375 850+DN1+DN2BEDDINGLb100TABLE 1SIDE SUPPORTLc100 100150200OVERLAYLo1501. THIS DRAWING TO BE READ IN CONJUNCTION WITH <strong>SEQ</strong>-WAT-1200-2.2. SPECIAL BEDDING SHALL BE SPECIFIED TO SUIT THE CONDITIONS IF THETRENCH FLOOR HAS:- IRREGULAR OUTCROPS OF ROCK- AHBP OF LESS THAN 50 kPa (REFER TO <strong>SEQ</strong>-WAT-1200-1).- UNCONTROLLED GROUND WATER HAS DISTURBED THE FLOOR OF THE TRENCH.3. EMBEDMENT, TRENCH FILL AND COMPACTION SHALL MEET THE REQUIREMENTSOF THE <strong>SEQ</strong> CODE AND THE ROAD OWNER AND WATER AGENCY AS APPROPRIATE.4. SIDES OF EXCAVATION SHALL BE KEPT VERTICAL TO AT LEAST 150 ABOVE CROWNOF PIPES.5. WHERE BOTH DN1 AND DN2 ARE EQUAL OR LESS THAN DN200, MINIMUM CLEARANCESHALL BE 300, EXCEPT WHERE ONE OR BOTH DN1 OR DN2 ARE GREATER THAN DN200MAINTAIN 450 MINIMUM CLEARANCE.6. MARKER TAPE TO BE LAID ABOVE PIPE EMBEDMENT AS SHOWN7. MINIMUM CLEARANCES BETWEEN MAINS AND OTHER SERVICES SHALL BE INACCORDANCE WITH THE <strong>SEQ</strong> CODE.8. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE NOTED.REV. No.DATEDESCRIPTIONAUTH.<strong>SEQ</strong> WATERWORK PRACTICES MUST COMPLY WITH ALL APPLICABLEOCCUPATIONAL HEALTH & SAFETY LEGISLATIONWATER SUPPLY STANDARD DRAWINGDUAL WATER SUPPLY SYSTEMGCCCDRAWING No.SERVICE PROVIDERS EMBEDMENT AND TRENCH FILL<strong>SEQ</strong>-NDW-2207-1 AMAIN ARRANGEMENTLCCNOT TO SCALERCCQUUUWVERSIONORG DATE:1/1/2013

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