Information
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Audit Title
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Document No.
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Client / Site
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Conducted on
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Prepared by
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Location
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Personnel
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WEATHER
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SITE CONDITIONS
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TRAFFIC MANAGEMENT
- yes as per TMPP
- no not as per TMP
- n/a to site
1.0 ACTIVITY : SEWER, STORMWATER, RETICULATED, ELECTRICAL, TELECOMS, GAS.
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Sewer Sub Contractor Onsite
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StormWater Sub Contractor Onsite
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Drainage Sub Contractor Onsite
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Electrical Sub Contractor Onsite
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Telecom Sub Contractor Onsite
1.1 Works - Trenching, Pipelaying, Pits/Manholes, Backfill
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Sewer Retic Status
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Drainage Works Status
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Water Retic Status
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Electrical Retic Status
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Telecom/Gas Status
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Is there a certified drainlayer on site where required.
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Are trench widths adequate for pipe size/ type
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Is the bedding material & thickness within tolerance and being compacted correctly
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Are pipes being installed in accordance with design specification and manufacturers recomendations.
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Are clearances to other services being maintained as per specification.
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Does trench backfill material comply with standard drawings and specifications
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Is mechanical compaction being carried out to specification within the support zone and around MH, MS, IS, Hydrants,Valves and Stormwater Pits.
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Has the concrete been placed and vibrated to specification
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Is the surface finish of pit / manhole walls satisfactory.
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Are lids / covers as per design and correct rating.
2.0. ACTIVITY : DEMOLITION, STRIPPING, BULK EARTHWORKS, ROAD BOXING, LOT GRADING, TOPSOILING
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Demolition / Stripping status
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Bulk Earthworks, Cut / Fill status
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Road Boxing Status
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Grading / Topsoiling Status
2.1 Works - Earthworks, Excavation
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Are truck / scraper routes around site clearly designated and separate from public access areas.
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Is fill being placed in layers and compacted as per specification.
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Are compaction tests being conducted to specified Level by NATA registered tester.
2.2 Safety - Earthworks, Excavation
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Does the contractor have utilities / services plans on site.
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Does plant and equipment have suitable warning lights and reversing beepers
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Are personnel in the vicinity of operating plant wearing high vis clothing and helmets where required.
2.3 Environmental - Earthworks, Excavation.
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Is there provision to minimize dust / mud from leaving the site.
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Do stockpiles have adequate silt runoff protection.
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Are environmental No Go areas fenced where required.
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Are silt traps in place to prevent silt build up in previously installed drainage system.
3.0. ACTIVITY : PAVEMENT
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Subgrade excavation - visual check of line and level<br>Measurement by tape & string line of correct set out
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Subgrade preparation - check compactiond using approved vehicle to proof roll the subgrade and string line to check level
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AG drain installation - check for depth below subgrade and trench width by tape<br>Check backfill material (screenings)<br>No sock on 100mm AG
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Service conduit installation - conduits to have min 250mm cover below pavement boxing - measurement by tape
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SUBGADE HOLD POINT - subgrade layer must be approved prior to commencement of BASE LAYER
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Base layer - Class 3 crushed rock <br>Check class 3 for compaction and level using approved vehicle to proof roll and string line (tolerance plus/minus 10mm)
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BASE LAYER HOLD POINT<br>Base layer must be approved prior to commencement of sub base layer
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Sub base layer - class 2 crushed rock<br>Check class 2 for compaction and level using approved vehicle to proof roll and string line for correct level (tolerance plus/minus 10mm)<br>Sub base can only commence after sufficient curing of adjoining k/c and backing up of nature strip to rear of kerb.
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Trenches under pavement and kerb & channel back filled with class2 - visual inspection and measurement of correct depth
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SUB BASE LAYER HOLD POINT<br>Sub base layer must be approved prior to commencement of asphalt layer
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Asphalt Base Course<br>Application of asphalt to be during temperatures above 12 degrees C and dry
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Wearing Course Asphalt Status<br>Application of asphalt to be during temperatures above 12 degrees C and dry
3.1 Works - Pavement
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Does trench backfill material comply with standard drawings and specifications
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Does pavement material comply with plans, standard drawings and specifications.
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Is compaction equipment adequate to achieve specified results.
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Is crushed rock being placed in layers and compacted as per specification.
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Are compaction tests being conducted to specified Level by tester.
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Is the weather suitable for priming or placing asphalt.
Drainage
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Pipe trench excavation - measure by tape
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Depth of bedding & material for pipes - measure by tape<br>20mm class 3 for concrete pipe<br>7mm aggregate for UPVC pipe
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Drainage pipe condition - visual inspection of pipes prior to laying for damaged joints or cracks
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Drainage pipes at correct line & level - visual check to ensure pipes laid true to line & level
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Pipe connections & haunching - visual inspection
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Approved jointing method applied - visual inspection
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Depth of backfill and cover for pipes and material - measurement by tape in accordance with design/standards.<br>20mm class 2 crushed rock for all trenches under traffic able areas
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Pit construction - visual inspection of form work to ensure correct thickness of walls and floor 150mm
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Inside of pits rendered - visual inspection of pit walls once formwork removed
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Step irons - required for all pits greater than 900mm depth. 300mm centres at 500mm below top of pit
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Pit covers - visual inspection to ensure pit frame and lids in accordance with standards
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House drain connections - visual inspection to ensure each house lot is connected
4.0. CONCRETE
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Kerb and Channel Status
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Footpath and Crossover Status<br>
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Pattern Paving Status
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Endwall / Headwall Status
4.1 Works - Concrete
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Are weather conditions suitable for placing concrete.
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Kerb & Channel base preparation - measure by tape depth below top of kerb
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Is boxing depth and crushed rock bedding as per specification
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Grade of kerb & channel - check string line for correct alignment and level
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Is kerb & channel type and profile correct
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Kerb & channel line & finish - visual inspection for compliance to Council standards and acceptable finish
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Pit lintels - visual check of correct line & height
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Are kerb markings for services being installed.
Footpaths/Shared Paths
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Path preparation - visual inspection of boxing for alignment<br>Measure width of path to Knox standards, grade and crossfall
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Base for paths - measurement by tape
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Pram crossings - visual inspection and measurement to standards
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Reinforcement mesh - visual inspection & correctly placed
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Footpath pour - correct expansion joint, spacing and finish
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Tactile paving to LA compliance - visual inspection to design/standards
Nature strips
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Nature strip - visual inspection depth of topsoil 100mm
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Topsoil levelled and flush with adjoining footpath
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Nature strip seeded
5.0. ACTIVITY : ROCKWORK / MISCELLANEOUS
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Rock Wall Status
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Rock Endwall / Headwall Status
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Rock Beaching Status
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Porphrey Stone Paving Status
5.1 Works - Rockwork, Miscellaneous
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Are rocks suitable for intended purpose and of appropriate size/ grading.
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Are rocks sitting on concrete cushions over pipe ends
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Are rocks being placed to specification and grouted as required.
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Is reinforcing being installed as per specification.
COMMENTS / PROGRESS / INSTRUCTIONS.
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PHOTOS