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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
      1. T601-Manhole - Standard
      2. T602-Manhole - Shallow
      3. T603-Manhole - Ladder and Steps
      4. T604-Manhole - Precast 1050mmØ Lid
      5. T605-Manhole - Entry Fixing
      6. T606-Manhole - Standard and Raised Access Detail
      7. T607-Manhole - Inclined Access Detail
      8. T608-Manhole - Internal Drop
      9. T609-Manhole - External Drop
      10. TT610-Manhole - PE Pipe Connections - Wall Adapter and Pre-Cast Manhole
      11. T611-Manhole - PE Pipe Connections - Stub Flange and In-Situ Base
      12. T612-Manhole - PE Pipe Connections - Electrofusion Coupler and In-Situ Base
      13. T613 Manhole - PE Pipe Connections - Puddle Flange and Pre-Cast Manhole
      14. T614-Manhole - Access Detail in Carriageway
      15. T620-Rodding Eye - Shallow < 2.5m
      16. T621-Rodding Eye - Deep > 2.5m
      17. T630-Property Connection - Standard
      18. T631-Property Connection - Depth > 2.5m
      19. T632-Property Connection - Within Property
      20. T633-Property Connection - Outside Property
      21. T634-Property Connection - Entry to Wastewater Main/Manhole
      22. T637-Lateral Connection - Single Connection to Manhole
      23. T638-Lateral Connection - Two or More Connections to Manhole
      24. T639-Lateral Connection - Single Connection to Main
      25. T640-Lateral Connection - Two Connections to Main
      26. T641-Lateral Connection - Two Adjacent Connections to Main
      27. T642-Lateral Connection - Rear Lot Connection
      28. T643-Mains Connection - Saddle Connection
      29. T651-Bedding and Backfill Details
      30. T652-Anti-Scour Block and Trenchstop
      31. T653-Buildings Near Public Mains
      32. T654-Close Proximity - Retaining Wall Restrictions
      33. T660-Pump Station - Typical Site Layout
      34. T661-Pump Station - Elevation Section
      35. T662-Pump Station - Plan Section
      36. T663-Pump Station - Pedestal Base Plate, Pedestal Mounting, Valve Chamber and Riser Connection
      37. T664-Pump Station - Deflector Plate, Ladder and Plinth
      38. T665-Pump Station - Valve Extension Spindle, Spindle Guide and Handwheel
      39. T666-Pump Station - Cover Slab
      40. T667-Pump Station - Frame
      41. T668-Pump Station - Chamber Lid
      42. T669-Pump Station - Chamber Lid Padlock and Handle
      43. T670-Pump Station - Rising Main Entry to Receiving Manhole
      44. T671-Pump Station - 25mm Water Service Connection
      45. T672-Pump Station - Electrical - Standard 2 Pump Stn Without Soft Starters (1 of 2)
      46. T673-Pump Station - Electrical - Standard 2 Pump Stn Without Soft Starters (2 of 2)
      47. T674-Pump Station - Electrical - Standard 2 Pump Stn SMC - 3 Soft Starters (1 of 2)
      48. T675-Pump Station - Electrical - Standard 2 Pump Stn SMC - 3 Soft Starters (2 of 2)
      49. T676-Pump Station - Electrical - Standard 2 Pump Stn IMS2 Soft Starters (1 of 2)
      50. T677-Pump Station - Electrical - Standard 2 Pump Stn IMS2 Soft Starters (2 of 2)
      51. T678-Pump Station - Electrical - Standard 2 Pump Stn ISMC - 3 Soft Starters (1 of 3)
      52. T679 Pump Station - Electrical - Standard 2 Pump Stn ISMC - 3 Soft Starters (2 of 3)
      53. T680-Pump Station - Electrical - Standard 2 Pump Stn ISMC - 3 Soft Starters (3 of 3)
      54. T681-Electrical - 2 Pump Stn Mincas SMC-3 Soft Starters (1 of 2)
      55. T682-Electrical - 2 Pump Stn Mincas SMC-3 Soft Starters (2 of 2)
      56. T683-Pump Station - Electrical Cabinet
    9. T700 Water Supply
      1. T700-Water Supply Pipe Hierarchy
      2. T701-Water Supply - Looped and Linked Principal Mains
      3. T705-Water Main - Location at Intersections
      4. T706-Watermain - Location at Cul de Sac
      5. T707-Water Main - Rider Main to Main Connection
      6. T708-Water Main - Flushing Point
      7. T709-Water Main - Branch Valves and Hydrant Combinations
      8. T710-Water Main - Support for Asbestos Cement Main
      9. T713-Hydrant Surround
      10. T714-Hydrant Box
      11. T715-Hydrant Surround Blocks
      12. T716-Valve Surround
      13. T717-Valve Box
      14. T718-Valve Surround 75mm Concrete
      15. T719-Valve Surround 100mm Concrete
      16. T720 Valve Surround Heavy Duty Concrete
      17. T721-Anchor block for Sluice Valves on Mains
      18. T722-Anchor Block for Flanged Fittings on Mains
      19. T723-Thrust Blocks
      20. T724-Hydrant and Valve Marker Post
      21. T727-Water Meter - Type 1 and 2 Point of Supply Location Installation
      22. T728-Water Meter - Type 3 and 4 Point of Supply Location Installation
      23. T729-Water Meter - Fire System Connection With Potable Supply Installation
      24. T730-Standard 20mm Manifold Connection
      25. T731-Standard 20mm Manifold Connections - Plan View
      26. T732-Multiple 20mm Installations
      27. T733-20mm Connection Requiring Double Check Valve
      28. T734-20mm Connection Requiring RPZ Installation
      29. T735-25mm, 40mm or 50mm Meter Installation With Double Check Valve
      30. T736-<50mm Meter Installation with RPZ
      31. T737-Property Connection - 50mm Combination Meter Installation with Double Check Valve
      32. T738-Combination Meter Installation with RPZ
      33. T739 >50mm Combination Meter Installation with RPZ & Bypass Option
      34. T740-Property Connection - Secure Connection
      35. T741-Manhole - Class A Loading
      36. T742-Chamber - Class A Loading
      37. T743-Manhole - Class B Loading
      38. T744-Chamber - Class B Loading
      39. T751-Bedding and Backfill Details
      40. T753-Buildings Near Public Mains
    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

QA-1.5 Compliation of the Report

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The Development Completion Report is compiled by the Consent Holder's Representative

In compiling the report, the Consent Holder's Representative may need to utilise the input from a Geo-Professional (for Geotechnical Hazards) and / or a SQE Professional (for Other Hazards or land / infrastructure development disciplines).

QA-1.5.1   Geotechnical Assessment Report

Where geotechnical hazards are present, either on the development property or on an adjacent property which may affect the development property, an assessment shall be undertaken of the issues by a Geo-Professional. The assessment will provide solutions to be implemented to avoid, remedy or mitigate the issues associated with the geotechnical hazards and to ensure nominated building platforms are yielded. Good industry and risk management practice shall be adopted when compiling the assessment and the associated solutions requiring implementation.

Explanatory Note:
DS-10 - Appendix E Assessment and Reporting provides the Geo-Professional with some guidelines and checklists that may provide assistance when undertaking landform assessment. Where the guidelines provide no direction, accepted industry practice shall be utilised.

QA-1.5.1.1  Exceptions

Where no geotechnical hazards are present, the Geotechnical Assessment Report will be the Geotechnical Completion Report. Refer to QA-5.4.2 Geotechnical Completion Report.

QA-1.5.2  Other Hazards Assessment Report

Where Other Hazards are present, either on the development property or on an adjacent property which may affect the development property, an assessment is undertaken of the associated issues by a SQE Professional. The assessment will provide solutions to be implemented that avoid, remedy or mitigate the issues associated with the natural hazards to yield nominated building platforms that have avoided, remedied or mitigated the risks associated with the Other Hazards. Good Industry and risk management practice shall be adopted when compiling the assessment and the associated solutions requiring implementation. 

Explanatory Note:
DS-10 - Appendix E Assessment and Reporting provides the Geo-Professional with some guidelines and checklists that may provide assistance when undertaking landform assessment. Where the guidelines provide no direction, accepted industry practice shall be utilised.

QA-1.5.2.1  Exceptions

Where no Other Hazards are present, the Other Hazard Assessment Report will be the Other Hazards Completion Report. Refer to QA-5.4.3 Other Hazard Completion Reports.

QA-1.5.3  Off-Site Effects Assessment Report

An assessment of the volume and point(s) of discharge for the pre and post-development stormwater runoff effects shall be undertaken by a SQE Professional.  The assessment shall propose solutions to manage the effects where the post-development stormwater runoff exceeds the pre-development scenario or where the points of discharge for the proposed development have been altered and may cause adverse effect on the adjoining property. 

The assessment shall also include a statement from the SQE Professional confirming that the off-site runoff for the completed development will be less than or equal to the pre-development stormwater runoff scenario. The assessment will identify all existing and/or proposed points of discharge for the development.

Where off-site effects were considered as part of an application to the Bay of Plenty Regional Council, then a copy of the consent can be provided to cover this.

QA-1.5.3.1  Exceptions

Where no off-site effects are present, the Off-Site Effects Assessment Report will be the Off-Site Effects Completion Report. Refer to QA-5.4.4 Off-Site Effects Completion Report.

QA-1.5.4  Infrastructure Development Assessment Report

An assessment shall be provided to show how each lot will be serviced for:

  1. Wastewater.
  2. Water Supply and fire fighting including confirmation that the nominated building platform and point of supply for each lot is located within the water supply pressure zone and will provide the required residual pressure for both supply and fire fighting requirements. 
  3. Stormwater disposal including that where the property is noted as "specific design" for stormwater disposal, then a storm water disposal report shall be supplied detailing the proposed method of disposal. The report shall be compiled by a SQE Professional and shall address the matters referenced in DS-5 Stormwater, the NZ Building Code and takes into account overland flowpaths required when the soakage system is over capacity during a storm event.
  4. Streetscape/reserve requirements (Type 2 Process only).
  5. Transportation infrastructure (Type 2 Process only).
  6. Vehicle/pedestrian access.
  7. Broadband (Type 2 Process only and if required by City Plan).
  8. Power.
  9. Telecommunications.
  10. Public Lighting and Landscaping Plan (Type 2 process only).
  11. Capacity of existing infrastructure including confirmation that the existing infrastructure networks have the capacity to cater for the proposed development. Where this is an issue, provide a solution(s) as how to remedy or mitigate the issue so that the development is adequately serviced without compromising the existing infrastructure network.

Defintions in this section

Bay of plenty regional council

Building platform

City plan

Consent holder's representative

Development completion report

Geotechnical completion report

Geotechnical hazards

Geo-professional

Infrastructure

Lot

Other hazards

Streetscape

Stormwater

SQE professional

Wastewater

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