Engineering Development Quality Inspection Test Plan ITP

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Greater TareeCity CouncilEngineering Development/QualityInspection Test Plan (ITP)Property Address:Cover SheetDA No:ITP LISTINGREQUIREDYesROAD CONSTRUCTIONITP100-001Earthworks Preconstruction & Erosion/Sediment ControlITP100-002Earthworks Subgrade Preparation & Sub baseITP100-003Road Services Crossing & KerbingITP100-004Basecourse ConstructionITP100-005Asphalt Seal / Bitumen SealITP100-006Signs, Devices and LinemarkingDRAINAGE CONSTRUCTIONITP300-001Drainage PreconstructionITP300-002Drainage Excavation & PipelayingITP300-003Drainage BackfillITP300-004Drainage Pits / Lintels / GratesITP300-005Subsoil Drainage /Pit Grate covers and surroundsVerified and Signed by Superintendent: .Page 1Date:NoN/A

Greater TareeCity CouncilEngineering Development/QualityInspection Test Plan (ITP)Form ITP100-001Page 1 of 1Property Address:ITP100-001 EARTHWORKS PRECONSTRUCTION & EROSION/SEDIMENT CONTROLRoad No:Chainage:toCHECKLIST STEPCONFORMANCEYesNoN/AThis ITP is to be read in accordance with the approved plans and specifications, with particularreference to Parts D1, D2 and D3.02 of AUSSPEC Design Specification1Approved plans and specifications available2GTCC advised of start date(Mick George 6592 5323 or Will Barr 6592 5366)HOLD POINTSignature . Date .(Superintendent)3Erosion controls in place as per approved erosion and sedimentControl plan (check daily)Authorisation to proceed requested and approved- written- verbalSignature . Date .GTCC (Mick George 6592 5323 or Will Barr 6592 5366)HOLD POINTSignature . Date .(Superintendent)4Commence clearingHOLD POINT5Signature . Date .(Superintendent)Topsoil removed and stockpiled as specifiedVerified and Signed by Superintendent: .Notes:Page 2Date:

Greater TareeCity CouncilEngineering Development/QualityInspection Test Plan (ITP)Form ITP100-002Page 1Property Address:ITP100-002 EARTHWORKS SUBGRADE PREPARATION & SUB BASERoad No:Chainage:toCHECKLIST STEP1.CONFORMANCEErosion and Sediment Controls in PlaceAuthorisation to proceed requested and approved- verbal- writtenSignature . Date .HOLD POINTGTCC (Mick George 6592 5323 or Will Barr 6592 5366)Signature . Date .(Superintendent)2.Ground water controlled to directionVerified and signed by Superintendent: .3.Base of excavation is compacted to 95%4.Surface shape and subgrade levels do not exceed level tolerance of 5mm and –30mmProof roll subgrade5.Date:NATA test certificate attachedNATA test certificate attachedSignature . Date .GTCC (Mick George 6592 5323 or Will Barr 6592 5366)HOLD POINTSignature . Date .(Superintendent)Verified and Signed by Superintendent: .Notes:Page 3Date:

Greater TareeCity CouncilEngineering Development/QualityInspection Test Plan (ITP)Form ITP100-003Page 1 of 2Property Address:ITP100-003 ROAD SERVICES CROSSINGS AND KERBINGRoad No:Chainage:toCHECKLIST STEPCONFORMANCEYES NO N/AThis ITP is to be read in accordance with the approved plans andspecifications, with particular reference to parts D1, D3.04, D3.07 and D3.09of AUSSPEC Design Specification1.Roads services crossings completed to planSewer crossings complete with non cohesive backfill2.3.Drainage complete with non cohesive backfillPower/Telstra/communication and water service crossings completewith sand/cement backfillEarthworks and subgrade preparation completedProof roll subgradeAuthorisation to proceed requested and approved- written- verbalSignature . Date .GTCC (Mick George 6592 5323 or Will Barr 6592 5366)HOLD POINTSignature . Date .(Superintendent)4.Subdivisional pegs & set out pegs in place5.Sample of sub base tested for gradings, PI & CBR for compliance withRTA spec 3051 category 2(c); results submitted to Council.Sub base layer minimum 100mm thick 650mm behind kerb face isspread and compacted to 100% Std. Compaction to AS1289 (1test/100m min. 3 tests)Authorisation to proceed requested and approved6.NATA test certificate attachedNATA test certificate attached- written- verbalSignature . Date .GTCC (Mick George 6592 5323 or Will Barr 6592 5366)Signature . Date .(Superintendent)Page 4HOLD POINT

Greater TareeCity CouncilEngineering Development/QualityInspection Test Plan (ITP)Form ITP100-003Page 2 of 2Property Address:ITP100-003 ROAD SERVICES CROSSINGS AND KERBINGRoad No:Chainage:toCHECKLIST STEP7.CONFORMANCEYES NO N/AProof roll sub-base with Council under propposed kerb and gutterAuthorisation to proceed kerbing/concrete placing- written- verbalSignature . Date .GTCC (Mick George 6592 5323 or Will Barr 6592 5366)HOLD POINTSignature . Date .(Superintendent)8.Low slump 20Mpa concrete kerb mix placed by machine andfinished to a smooth continuous surface with joints at 3m centres andkerb adaptors installed9.Kerbing correct line measured off undamaged setout pegs /- 15mm10.Road correct width measured between kerbs /- 15mm11.Levels within /- 10mm12.Survey check results attached reference(for WAE).Verified and Signed by Superintendent: .Notes:Page 5Date:

Greater TareeCity CouncilEngineering Development/QualityInspection Test Plan (ITP)Form ITP100-004Page 1 of 1Property Address:ITP100-004 BASECOURSE CONSTRUCTIONRoad No:Chainage:toCHECKLIST STEPCONFORMANCEYES NO N/AThis ITP is to be read in accordance with the approved plans andspecifications, with particular reference to parts D1, D3.06 and D3.07 ofAUSSPEC Design Specification1.Kerbing completed and complies2.Kerb inlet pits completed and conforms3.Sub-base/select layer conforms4.Sample of base tested for gradings, PI & CBR for compliance withRTA spec 3051 category 2(c); results submitted to CouncilAuthorisation to proceed requested and approved- verbalNATA test certificate attached- writtenSignature . Date .GTCC (Mick George 6592 5323 or Will Barr 6592 5366)HOLD POINTSignature . Date .(Superintendent)5.6.7.8.Base layer minimum 40mm below kerb lip is spread, compacted andfinished to 100% Std. Compaction to AS1289 (1 test/100m min. 3 tests)Surface shape and basecourse levels do not exceed level toleranceof /- 10mmDeflection tested with Benkelman Beam at 20m intervals in alternatewheel paths in each laneDeflections less than 1.25mm Collector RoadsTolerance limits set by 1.70mm Access RoadsARRB SR41 Table XIX 2.05mm Minor RoadsVerified and Signed by Superintendent: .Notes:Page 6NATA test certificate attachedNATA test certificate attachedSee attached reportDate:

Greater TareeCity CouncilEngineering Development/QualityInspection Test Plan (ITP)Form ITP100-005Page 1 of 1Property Address:ITP100-005 ASPHALT SEAL / BITUMEN SEALRoad No:Chainage:toCHECKLIST STEPCONFORMANCEYES NO N/AThis ITP is to be read in accordance with the approved plans andspecifications, with particular reference to parts D1 and D3.08 of AUSSPECDesign Specification1.Basecourse completed and conforms2.Pavement surface is tight and free of loose material3.4.Proof roll base with CouncilAuthorisation to proceed with seal- written- verbalSignature . Date .GTCC (Mick George 6592 5323 or Will Barr 6592 5366)Signature . Date .HOLD POINT(Superintendent)5.6.7.8.9.10.Weather is fine, rain is not threatening and the pavementtemperature has been above 10 degrees celsius for at least 1 hourTack coat of emulsion including 7mm prime seal applied at 0.25litres/sq.m40mm of hot AC10 Dense Graded Asphalt is supplied, placed andcompacted in accordance with AS2150 & AS273425mm AC10 dense graded Asphalt including prime seal and 7mmaggregate (access place and local street only) is suplied, placedand compacted in accordance with As2150 and AS2734.Manufacturers test certificates meet RTA Table R116.1 for other thanheavy duty pavements supplied to CouncilWeigh bridge dockets attached for supplyVerified and Signed by Superintendent: .Notes:Page 7Date:

Greater TareeCity CouncilEngineering Development/QualityInspection Test Plan (ITP)Form ITP100-006Page 1 of 1Property Address:ITP100-006 SIGNS, DEVICES AND LINEMARKINGRoad No:Chainage:toCHECKLIST STEPCONFORMANCEYES NO N/AThis ITP is to be read in accordance with the approved plans andspecifications, with particular reference to parts D1and D5.06 of AUSSPECDesign Specification1.Seal completed and conformsSIGNS AND DEVICES2.Supplied materials conform3.New signs installed as scheduled in project plans and specification4.Concrete footings installedLINEMARKING1.Asphalt surface swept clean2.Traffic control established; traffic control plan submitted to Council3.Set out and spot position of all lines, symbols4.Line marking completed to project plans and specificationVerified and Signed by Superintendent: .Notes:Page 8Date:

Greater TareeCity CouncilEngineering Development/QualityInspection Test Plan (ITP)Form ITP300-001Page 1 of 1Property Address:ITP300-001 DRAINAGE PRECONSTRUCTIONLine No:Pit No’s:CHECKLIST STEPCONFORMANCEYES NO N/AThis ITP is to be read in accordance with the approved plans andspecifications, with particular reference to parts D1, D4.01 and D4.02 ofAUSSPEC Design Specification1.Approved plans available2.3.4.Earthworks completed to finished level cut/fillGTCC advised of start date (Mick George 6592 5323 or Will Barr6592 5366)Subdivisional pegs and set out pegs in placeAuthorisation to proceed requested and approved- verbal- writtenSignature . Date .HOLD POINT(Superintendent)5.Existing services located and marked clearly6.a) All materials delivered comply with order and specification (referD4.02)b) Pipe type, class and size matches planc) Date of manufacturer of uPVC plastic pipesNAMEYEARS OF PIPELAYINGEXPERIENCEVerified and Signed by Superintendent: .Notes:Page 9&/OR INDUSTRY CERTIFICATEATTACHEDDate:

Greater TareeCity CouncilEngineering Development/QualityInspection Test Plan (ITP)Form ITP300-002Page 1 of 1Property Address:ITP300-002 DRAINAGE EXCAVATION & PIPELAYINGLine No:Pit No’s:CHECKLIST STEPCONFORMANCEYES NO N/AThis ITP is to be read in accordance with the approved plans andspecifications, with particular reference to parts D1, D4.03 and D4.04 andD4.05 of AUSSPEC Design Specification1.Preconstruction completed and conforms2.3.4.4A.Mark out trenchesTrenches excavated to depth and grade laser, allowing 100mmbedding in accordance with specificationTrench foundation and walls firm stiff and suitable (firm clay requiresmoderate effort to penetrate 30mm with thumb in trench wall)Sediment/erosion control devices (eg., silt fence) in placeAuthorisation to proceed requested and approved- written- verbalSignature . Date .GTCC (Mick George 6592 5323 or Will Barr 6592 5366)HOLD POINTSignature . Date .(Superintendent)4B.Trenches 1.5m deep; shoring in place.Authorisation to proceed requested and approved- verbal- writtenSignature . Date .GTCC (Mick George 6592 5323 or Will Barr 6592 5366)HOLD POINTSignature . Date .(Superintendent)5.Presence of groundwater or unsuitable materialAuthorisation to proceed requested and approved- verbal- writtenSignature . Date .(Superintendent)6.Groundwater or unsuitable material controlled to direction7.Spread bedding material to 100mm depth and compact to take afootprint less than 10mm deep8.Pipe laid to project drawings grade and line ensuring that there is noforeign material in or near the socket prior to levering pipe into place(D4.05.3)Visually inspect each joint, checking witness marks and rubber rings9.Verified and Signed by Superintendent: .Page 10HOLD POINTDate:

Greater TareeCity CouncilEngineering Development/QualityInspection Test Plan (ITP)Form ITP300-003Page 1 of 1Project:ITP300-003 DRAINAGE BACKFILLLine No:Pit No’s:CHECKLIST STEPCONFORMANCEYES NO N/AThis ITP is to be read in accordance with the approved plans andspecifications, with particular reference to parts D1, D4.03 and D4.011 ofAUSSPEC Design Specification1.Pipelaying completed and conforms2.3.4.Grades over 15% install concrete bulkheads every third joint of RCPAll uPVC pipes laid on grades over 15% install bulkheads everysecond joint and bed on grade 20 concreteGrades over 50% concrete encase the uPVC pipe in grade 20concrete and bulkheads every 2nd joint5.Sample of backfill material tested for gradings in accordance withspecification and results submitted to Council.6.Backfill trench with bedding sand to 200mm above pipe andcompact to take a footprint less than 10mmBackfill and compact trench to approved plansAuthorisation to proceed requested and approved7.- verbalNATA test certificatesattached- writtenSignature . Date .GTCC (Mick George 6592 5323 or Will Barr 6592 5366))HOLD POINTSignature . Date .(Superintendent)8.Roadway crossings are to be backfilled with imported granular fillmaterial in 150mm layers compacted to 95% std compaction toAS1289 (min. 1 test/crossing)Verified and Signed by Superintendent: .Notes:Page 11NATA test certificatesattachedDate:

Greater TareeCity CouncilEngineering Development/QualityInspection Test Plan (ITP)Form ITP300-004Page 1 of 1Property Address:ITP300-004 DRAINAGE PITS / LINTELS / GRATESLine No:Pit No’s:CHECKLIST STEPCONFORMANCEYES NO N/AThis ITP is to be read in accordance with the approved plans andspecifications, with particular reference to parts D1, D4.12 and D5 ofAUSSPEC Design Specification1.Pipelaying completed and conforms2.Align KIGP drainage pits under kerb line and all other pits over centreof pipe intersection3.Ensure foundation is firm and free of loose material4.Install a minimum of 3m of subsoil drainage pipe into inlet pipe trenchat invert level5.Pour insitu base and once base has set finish rendering, benchingand channels to drainage standard detail sheet, allow for subsoildrainage 500mm above invertPour insitu pit to drainage standard detail sheet OR constructprecast concrete drainage pit to manufacturers specifications6.Authorisation to proceed requested and approved- verbal- writtenSignature . Date .HOLD POINTGTCC (Mick George 6592 5323 or Will Barr 6592 5366)Signature . Date .(Superintendent)7.8.Visually check each joint is flush and sealedComponents are plumb (less than 10mm deviation/metre), step ironsin place to drainage standard detail sheet (not required for pits 1.5m deep)Verified and Signed by Superintendent:Notes:Page 12Date:

Greater TareeCity CouncilEngineering Development/QualityInspection Test Plan (ITP)Form ITP300-005Page 1 of 1Property Address:ITP300-005 SUBSOIL DRAINAGE / PIT GRATE COVERS & SURROUNDSLine No:Pit No’s:CHECKLIST STEPCONFORMANCEYES NO N/AThis ITP is to be read in accordance with the approved plans andspecifications, with particular reference to parts D1, D4.06, D4.12 and D5 ofAUSSPEC Design Specification1.Pipelaying and drainage pits conform2.Place and compact select fill around pits, taking care to raise the fillequally around pits to avoid unbalanced laterial loading3.Junction/Surcharge and Interallotment pit grate covers andsurrounds are installed to standard drawings4.Kerbing transitions completed and conforms5.KIGP lintel, grates and surrounds are constructed to standarddrawings and part 5.10 of the specSample of backfill material tested for gradings for compliance withthe specification; results submitted to Council.Authorisation to proceed requested and approved6.- verbalNASA test certificate attached- writtenSignature . Date .HOLD POINTGTCC (Mick George 6592 5323 or Will Barr 6592 5366)Signature . Date .(Superintendent)7.8.9.10.11.Subsoil drainage installed and backfilled behind kerb on all cutbatters and as marked on the stormwater plans, in accordance withthe standard detail on planSubsoil drains layed at a minimum grade of 0.5% with flushing pointsat the end and at 60m spacesSubsoil drains connected into drainage pits –500mm above invert ofpitRestore to pre existing conditon all surfaces and services alteredduring constructionAll drainage lines and structures are to be within Greater Taree CityCouncil tolerancesVerified and Signed by Superintendent: .Notes:Page 13WAE spreadsheet attachedDate

Engineering Development/Quality Inspection Test Plan (ITP) Property Address: Cover Sheet . DA No: ITP LISTING . REQUIRED . Yes . N/A : No . ROAD CONSTRUCTION. ITP100-001 Earthworks Preconstruction & Erosion/Sediment Control . ITP100-002 Earthworks Subgrade Preparation & Sub base . ITP100-003 Road Services Crossing & Kerbing . ITP100-004 .

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