Subdivision PCA Inspection Quality Control

• Subdivision/Stage

• CS Number

APPLICATION & PROPERTY LOCATION DETAILS

• Development Application No.

• Are there any S96 amendments?

  Yes

  No

  N/A

• Current Part

  Select A B C D E F G H I J K L M N O P Q R S T U V

  • A
  • B
  • C
  • D
  • E
  • F
  • G
  • H
  • I
  • J
  • K
  • L
  • M
  • N
  • O
  • P
  • Q
  • R
  • S
  • T
  • U
  • V

• Development Proposal (including number of lots)

• Address

• Assessment Officer

  Nathan McBriarty

  Aleks Radicevic

  Andrew Heaven

CONSTRUCTION CERTIFICATE PLANS

• Construction Certificate Plans Prepared by?

• Insert PDF Plans here

  Media

• Notes regarding the subdivision:
Item

COMMENCEMENT OF WORKS ON SITE

• 1. Site Establishment

• Pre-Construction Meeting

  Off

  On

• Nominated Site Supervisor for the Project

  Yes

  No

  N/A

• List of all Sources and Suppliers of Materials submitted and approved by Council?

  Yes

  No

  N/A

• Written evidence that the Contractor has current Public Liability Insurance and Workers Compensation Insurance with Council nominated as in interested party submitted to Council?

  Yes

  No

  N/A

• Have all conditions of consent prior to the commencement of works been satisfactorily addressed?

  Yes

  No

  N/A

• Date inspected

  Date

• 2. Commencement of Earthworks

• Soil and Water Management Measures installed and to satisfaction?

  Yes

  No

  N/A

• During construction conditions of consent discussed with site supervisor?

  Yes

  No

  N/A

• Select date

  Date

EARTHWORKS

• 3. Placing of Fill on Roads and/or Lots

• a) Stripped areas inspected & to satisfaction?<br>b) No further erosion and sediment controls needed?

  Yes

  No

  N/A

• Date inspected

  Date

ROAD CONSTRUCTION

• 4. Road Subgrade

• Subgrade replacement - to be approved by PCA

• Compaction Density Geotechnical test result submitted?
  100% standard 95% modified

• Proof roll - no sign of deflections?
  Single axle loaded water truck or similar (min 8 tonne loaded over the rear axle)

• Road network plan

  Media
Road Subgrade Inspection

• Road & Chainage details

• Satisfactory?

  Yes

  No

  N/A

• Material that has become degraded, segregated or otherwise reduced in quality by reworking shall be rejected. Clayey and soft areas to rejected. Rejected material shall be removed, disposed of and replaced with fresh material approved by Council. Subgrade replacement - Granular material max 50mm aggregate

• Date inspected

  Date

• 5. Road Subbase

• a) Was road subgrade satisfactory/approved at this location?
  b) Road drainage infrastructure has been installed at these locations.
  c) Subbase material in accordance with Subdivision Code approved by PCA.

• Compaction density & material grading geotechnical test result submitted?
  100% standard 95% modified

• Proof roll - no sign of deflections?
  Single axle loaded water truck or similar (min 8 tonne loaded over the rear axle)

• Thickness check provided by registered surveyor and checked against pavement design?

• Road network plan

  Media
Road Subbase Inspection

• Road & Chainage details

• Satisfactory?

  Yes

  No

  N/A

• Material that has become degraded, segregated or otherwise reduced in quality by reworking shall be rejected. Rejected material shall be removed, disposed of and replaced with fresh material approved by Council. Second proof roll required.

• Date inspected

  Date

• 6. Kerb & Gutter

• a) Has the Subbase been approved at this location?
  b) Concrete to be minimum 20 MPA
  c) Does Subbase extend 150mm behind kerb?
  d) Is there adequate fall to inlet pits? min 0.5% grade
  e) Are contraction joints located every 3m and expansion joints at intervals not exceeding 15m?
  f) Are services conduit locations adequately stamped and marked on the kerb?

Kerb & Gutter Inspection

• Road & Chainage Details

• Satisfactory?

  Yes

  No

  N/A

• Date inspected

  Date

• 7. Base

• a) Has the Subbase been approved?
  b) Base material in accordance with Subdivision Code, approved by PCA?

• Proof roll - no sign of deflections?
  Single axle loaded water truck or similar (min 8 tonne loaded over the rear axle)

• Compaction density & material grading geotechnical test result submitted?
  98% Modified

• Thickness check provided by registered surveyor and checked against pavement design?

• Road network plan

  Media
Base Inspection

• Road & Chainage Details

• Satisfactory?

  Yes

  No

  N/A

• Material that has become degraded, segregated or otherwise reduced in quality by reworking shall be rejected. Rejected material shall be removed, disposed of and replaced with fresh material approved by Council.

• Date inspected

  Date

• 8. Seal - Wearing Surface

• a) Has the base at this location been approved?
  b) Has tack coat gone down

Final layer Inspection

• Road & Chainage Details

• Satisfactory?

  Yes

  No

  N/A

• Date inspected

  Date

DRAINAGE

• 9. Subsoil Drainage

• a) Subsoil drainage located on high side of all roads?
  b) Is the pipe enclosed in a seamless tubular geotextile filter fabric?
  c) Flush points provided? At max intervals of 80m
  d) Backfill trench to subgrade level?
  e) Bedding - 7mm or 10mm single sized aggregate filter material 300mm of depth
  Note: in wet areas single coarse 10mm aggregate used to drain easily

Subsoil line Inspection

• Subsoil Drainage Line/Road Details

• Satisfactory?

  Yes

  No

  N/A

• Date inspected

  Date

• 10. Stormwater Pipelines and Inlet Pits

• a) Pipeline trench widths comply? min 150mm clearance, not excessively wide.
  b) Location of pipeline and pits consistent with approved plans?
  c) No poor joints, damage, unsealed lifting holes?
  d) Backfill to finished Subgrade level?
  e) Are pipelines of a satisfactory concrete cure date?
  Pipe 450mm and less date of manufacture > 14 days
  Pipe greater 450mm and less date of manufacture > 7 days
  f) Are subsurface drains present?
  100mm diameter pipeline enclosed in seamless geotextile filter fabric extending 3m from the discharge end of pipes
  g) precast pit manufacturer specification forwarded to PCA.
  Note: in wet areas single coarse 10mm aggregate used to drain easily

• Compaction Density test results for bedding, haunch, side and overlay zones satisfactory?
  Compacted to a density index minimum 70%.

• Drainage network plan

  Media
Pipeline Inspection

• Drainage Line Details

• Satisfactory?

  Yes

  No

  N/A

• Date inspected

  Date

INTER-ALLOTMENT SYSTEMS & DRAINAGE STRUCTURES

• 14. Inter-allotment system

• a) Pits & pipes location in accordance with approved plans?
  b) Are all pits rendered and self flushing?

Inter-allotment Inspection

• Inter-allotment system location details

• Satisfactory?

  Yes

  No

  N/A

• Date inspected

  Date

• 14. Place Concrete for Pits, Headwalls or Culvert Base Slabs

• a) Reinforcing in accordance with approved plans or Council's Standard Drawings? (pits <1.8m)
  b) Manufactures certification for precast products submitted & approved?

• Civil plans

  Media
Drainage Structure Inspection

• Drainage Structure Details

• Satisfactory?

  Yes

  No

  N/A

• Date inspected

  Date

MISCELLANEOUS ADHOC INSPECTION

• 15. Miscellaneous Inspection
Miscellaneous Inspection

• Inspection notes

• Add media

  Media

• Satisfactory?

  Yes

  No

  N/A

• Enter corrective action to be taken

• Date inspected

  Date

FINAL INSPECTION

• 16. Final Construction Inspections

• Construction complies with approved plans?

  Yes

  No

  N/A

• Shape and Grade in accordance with approved plans?

  Yes

  No

  N/A

• CCTV of all stormwater pipelines satisfactory?

  Yes

  No

  N/A

• Are all roads and kerb & gutter in satisfactory condition?

  Yes

  No

  N/A

• All areas levelled and stabilised, free from trip hazards?

  Yes

  No

  N/A

• All drainage infrastructure in satisfactory condition?

  Yes

  No

  N/A

• Council Infrastructure left in satisfactory condition?

  Yes

  No

  N/A

• Inter-allotment system checked to see if pipeline between each pit has not been crushed or moved?

  Yes

  No

  N/A

• All pits to be rendered and self flushing.

  Yes

  No

  N/A

• No visible ponding in road or formed land.

  Yes

  No

  N/A

• Satisfactory?

  Yes

  No

  N/A

• Please issue construction compliance certificate.

• Date inspection

  Date

DEFECTS LIABILTY

• 17. Defects Liability periods
Defect Liability

• Type of defect liability

  Select Roads Landscape Drainage

  • Roads
  • Landscape
  • Drainage

• Period

  6 months

  12 months

  2 years

• End date

  Date

• Have you set an outlook reminder to follow up 6 weeks prior to end of period

  Yes

  No

  N/A

PRACTICAL COMPLETION & HANDOVER

• 18. Practical Completion
Practical Completion

• Select Civil Works Landscape Works

  • Civil Works
  • Landscape Works

• Date issued

  Date

• 19. Handover
Handover

• Select Civil Works Landscape Works

  • Civil Works
  • Landscape Works

• Handover letter date issued

  Date

Signature

• Add signature

  Sign

• Date completed

  Date