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  2. General
  3. Infrastructure Development Processes
  4. Quality Assurance Information Requirements
    1. QA-1 Resource Consent Application Requirements
    2. QA-2 Works Undertaken By or For a Council
    3. QA-3 Development Works Approval
    4. QA-4 Survey Plan (s223) Approval
    5. QA-5 Final Sign Off (s224c) Application Requirements
    6. QA-6 As-Built Information
    7. QA-7 Bonds and Maintenance Fee
    8. QA-8 Building Consent Considerations
  5. Design Standards
    1. DS-1 General Provisions
    2. DS-2 Streetscape
    3. DS-3 Reserves
    4. DS-4 Transportation Network
    5. DS-5 Stormwater
    6. DS-6 Wastewater
    7. DS-7 Water Supply
    8. DS-8 Public Lighting
    9. DS-9 Network Utilities
    10. DS-10 Natural Hazards & Earthworks
    11. DS-11 Road Zone/Road Reserve Occupancy
    12. DS-12 Building Consent Considerations
  6. Standard Drawings
    1. SD-1 General Provisions
    2. Street design diagrams
    3. T100 Perspective Drawings
    4. T200 Streetscape
    5. T300 Reserves
    6. T400 Transport Network
    7. T500 Stormwater
    8. T600 Wastewater
    9. T700 Water Supply
    10. T800 Public Lighting
    11. AB As-Built Drawings
  7. Approved Materials
  8. Construction Standards
    1. CS-1 General
    2. CS-2 Site Clearance
    3. CS-3 Earthworks
    4. CS-4 Excavation
    5. CS-5 Excavation in Trench
    6. CS-6 Fill
    7. CS-7 Bedding & Backfill
    8. CS-8 Subsoil Drainage for Earthworks & Roads
    9. CS-9 Pipework
    10. CS-10 Pipe Fittings
    11. CS-11 Manholes & Rodding Eyes
    12. CS-12 Sumps
    13. CS-13 Trenchless Technology
    14. CS-14 Road Ripping
    15. CS-15 Road Pavement Layers
    16. CS-16 Kerb & Channel
    17. CS-17 Concrete Work
    18. CS-18 Carriageway Surfacing
    19. CS-19 Roadmarking
    20. CS-20 Berm Features
    21. CS-21 Street Structures
    22. CS-22 Road Maintenance
    23. CS-23 Grassing & Turfing
    24. CS-24 Vegetation Planting & Gardens
    25. CS-25 Reinstatement
  9. Inspection & Testing Requirements
    1. IT-1 General Provision
    2. IT-2 Streetscape
    3. IT-3 Reserves
    4. IT-4 Transportation Network
    5. IT-5 Stormwater
    6. IT-6 Wastewater
    7. IT-7 Water Supply
    8. IT-8 Public Lighting
    9. IT-9 Network Utilities
Infrastructure Development Code

CS-25.0 Reinstatement


The Contractor shall:

  1. General
    1. Remove all temporary services, machinery and surplus materials that have been used for the work from the area and leave the site in a tidy condition.
    2. Reinstate all surfaces to at least to their original condition or as otherwise specified.  The finished reinstatement shall have a neat appearance. Permanent reinstatement materials shall be similar in type, quality, texture, skid resistance and strength to the surrounding materials.
    3. Ensure all drains, fences and other structures are put back in their original place to their original condition or better. In the case of damage, repairs shall be undertaken using similar materials.
    4. Ensure reinstatement of roads and pavements shall be in accordance with CS-25.0 Reinstatement.
  2. Pipework
    1. Ensure the surface level of the reinstated trench shall match the surrounding surface level.
  3. Planting and Grassing
    1. Ensure that all paths and surrounding areas are clean. All plant labels are removed. Weed matting shall not be used. Channels shall be cleaned and weeded. All damage shall be made good to the satisfaction of the Council.
    2. Ensure that plants are picked over to remove prunings, dead or damaged leaves and any other object or material, including retail attachments such as labels. The edges of the beds shall be left evenly shaped and sloped.
    3. Ensure that for high maintenance areas such as roses, annual or perennial beds, the Contractor shall ensure that footprints are removed by lightly raking over the bed with a fork or hoe and that all surrounding areas are swept clean. Grass restoration where resowing is involved shall be included as a requirement under the defects liability period.
  4. Kerb and Channel
    1. If not already achieved during the kerb base construction, the carriageway shall be excavated to a minimum depth of 225mm at the channel face. The excavation base shall be flat and level up to the edge of the saw cut seal. All excavated faces shall be vertical.
    2. The subgrade shall be compacted to an equivalent CBR of at least 10 using the Scala Penetrometer, unless specified otherwise by the Engineer. Scala penetration results shall be converted to CBR utilising Austroads 2008 Guide to Pavement Design Fig: 5.3
    3.  The specified basecourse metal shall be placed on the prepared subgrade in layers not exceeding 150mm and compacted to refusal. The depth of the basecourse is dependent on the depth of surfacing, either asphalt or chip seal, but in no circumstances will it be less than 175mm (i.e. 50mm of asphalt surfacing).

Definitions in this section




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