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  2. General
    1. GEN-1 Introduction
      1. GEN-1-1 Philosophy
      2. GEN-1-2 Scope/Applicability
      3. GEN-1-3 IDC Layout
      4. GEN-1-4 IDC Availability
      5. GEN-1-5 Statutory Requirements
      6. GEN-1-6 Relationship Between the IDC and RMA
      7. GEN-1-7 Relationship Between the IDC and Building
      8. GEN-1-8 Implementation of the IDC
      9. GEN-1-9 Standards
      10. GEN-1-10 Other Authorities
    2. GEN-2 Strategic Alignment
      1. GEN-2-1 General
      2. GEN-2-2 Smartgrowth Strategy and Implementation Plan
      3. GEN-2-3 Smartgrowth's Impact on the IDC
    3. GEN-3 Level of Service
      1. GEN-3-1 General
      2. GEN-3-2 Context-Local Government Act 2002
      3. GEN-3-3 How Councils Set Levels of Service
      4. GEN-3-4 Maximums & Minimums
      5. GEN-3-5 Geographical Differences in Levels of Service
      6. GEN-3-6 Zoning and Land Use Differences in Levels
      7. GEN-3-7 WBOPDC Level of Service
      8. GEN-3-8 How to Change Levels of Service
      9. GEN-3_9 Levels of Service and the IDC
    4. GEN-4 Definitions
      1. GEN-4-1 General
      2. GEN-4-2 Abbreviations
      3. GEN-4_3 Definitions
    5. GEN-5 Document Control & Management
      1. GEN-5-1 General
      2. GEN-5-2 Amendment Processes
      3. GEN-5-3 Advisory Panel
      4. GEN-5-4 Adoption and Delegations
      5. GEN-5-5 Notification
      6. GEN-5-6 Table of Amendments
      7. GEN-5-7 Publication
    6. GEN-6 IDC Departures
      1. GEN-6-1 What is an IDC Departure?
      2. GEN-6-2 Why do we have an application process for IDC Departures?
      3. GEN-6-3 When can an application be made?
      4. GEN-6-4 How does the process work?
      5. GEN-6-5 Other considerations
  3. Infrastructure Development Processes
    1. ID-1 Infrastructure Development Processes
      1. ID-1-1 General
      2. ID-1-2 Development Works associated with a Resource Consent
      3. ID-1-3 Other Works not associated with a Resource Consent
      4. ID-1 - Appendix A Process Maps
    2. PD-1 Lifecycle of an Asset Process Map
    3. PD-2 Resource Consent Application Process Map
    4. PD-3 Development Works Approval Process
    5. PD-4 Amendment to DWA Approval
    6. PD-5 Amendment to Approved Development Works Appli
    7. PD-6 s223 Application Process Map
    8. PD-7 s224(c) Application Process Map
    9. PD-8 Approved Materials Process Map
  4. Quality Assurance Information Requirements
    1. QA-1 Resource Consent Application Requirements
      1. QA-1-1 General
      2. QA-1-2 Development Works
      3. QA-1-3 Development Evaluation Report
      4. QA-1-4 Minimum Information Requirements
      5. QA-1-5 Compilation of the Report
      6. QA-1-6 Drawing Information
      7. QA-1-7 Supporting Documents
      8. QA-1-8 Delivery Media - Digital Data
      9. QA-1-9 Titling Convention
      10. QA-1-10 Peer Review
      11. QA-1 Appendix A Peer Review Requirements
      12. AC-1 Application Checklist Development Evaluation
      13. G1 Producer Statement Suitability of Land for Subdivision
    2. QA-2 Works Undertaken By or For a Council
      1. QA-2-1 General
      2. QA-2-2 Use of the IDC
      3. QA-2-3 Exceptions to the IDC Technical Information
    3. QA-3 Development Works Approval
      1. QA-3-1 General
      2. QA-3-2 Level of Supervision of Construction for Development Works
      3. QA-3-3 Existing Infrastructure
      4. QA-3-4 Compilation of the Development Works Approval
      5. QA-3-5 Pre Application Meeting
      6. QA-3-6 Minimum Information Requirements
      7. QA-3-7 Development Drawing Parameters
      8. QA-3-8 Incorrect Information Provided and/or Additional Information Required
      9. QA-3-9 Approval
      10. QA-3-10 Liability
      11. QA-3-11 Amendments to Approved Development Works Approvals
      12. QA-3-12 Processing Timeframe
      13. QA-3-13 Liability
      14. QA-3-14 Amendments to Approved Development Works A
      15. QA-3-15 Processing Timeframe
      16. QA-3 Appendix A Type 2 Development Work Approval Report
      17. CM-1a Construction Monitoring Services
      18. CM-1b Construction Monitoring Services
      19. CM-1c Construction Monitoring Services
      20. CM-1d Construction Monitoring Services
    4. QA-4 Survey Plan (s223) Approval
      1. QA-4-1 General
    5. QA-5 Final Sign Off (s224c) Application Requirements
      1. QA-5-1 General
      2. QA-5-2 Minimum Information Requirements
      3. QA-5-3 Consent Compliance
      4. QA-5-4 Development Completion Report
      5. QA-5-5 As Built Information
      6. QA-5-6 Supporting Documents
      7. QA-5-7 Peer Review
      8. QA-5-8 Delivery Media Digital Media
      9. QA-5-9 Titling Convention
      10. DCR-0-1 Type 1 Development Completion Report Template
      11. DCR-0-2 Type 2 Development Completion Report Template
      12. G2 Producer Statement Suitability of Land for Buil
      13. G3 Summary of Geotechnical Data for Individual Lot
      14. G4 Geotechnical Checklist Geotechnical Reporting
      15. AC-2 DWA and As-Built Submission
      16. AC-3 Type 1 ACR Application Checklist
      17. AC-3-1 DWA and As-Built Submission Reserves
      18. AC-3-2 DWA and As-Built Submission Transportation/Streetscape
      19. AC-3-3 DWA and As-Built Submission Stormwater
      20. AC-3-4 DWA and As-Built Submission Wastewater
      21. AC-3-5 DWA and As-Built Submission Water Supply
      22. AC-3-6 DWA and As-Built Submission Natural Hazards
      23. C2 Streetscape Construction Certification
      24. C3 Reserves Construction Certification
      25. C4 Transportation Construction Certification
      26. C5 Stormwater Construction Certification
      27. C6 Wastewater Construction Certification
      28. C7 Water Supply Construction Certification
      29. C9 Network Utilities Construction Certification
      30. C10 Producer Statement Completed Construction Work
      31. AC-4 Type 2 ACR Application Checklist
      32. AC-5 Application Checklist s224 Application
      33. AR-1 Infrastructure Asset Register
    6. QA-6 As-Built Information
      1. QA-6-1 General
      2. QA-6-2 Minimum Requirements
      3. QA-6-3 Provision of As-Builts
      4. QA-6-4 As-Built Information Types
      5. QA-6-5 As-Built Software Requirements
      6. QA-6-6 Timing of As-Built Delivery
      7. QA-6-7 Council's As-Built Process
      8. QA-6-8 As-Built Information Accuracy
      9. QA-6-9 Fees and Charges
      10. QA-6-10 Project Information
      11. QA-6-11 Coordinates and Levels
      12. QA-6-12 Hardcopy (PDF) As-Built Plans
      13. QA-6-13 Benchmarks
      14. QA-6-14 Delivery Media for as-Built Plans and Supporting Information
      15. QA-6-15 Tilting Convention
    7. QA-7 Bonds and Maintenance Fee
      1. QA-7-1 General
      2. QA-7-2 Landscaping: Maintenance Works and Incomplete Works Bonds
      3. QA-7-3 Other Bonds
      4. QA-7-4 Bonded Works
      5. QA-7-5 Release of Bond
      6. QA-7-6 Non Performance
      7. QA-7-7 Landscaping: Maintenance Works Handover Fee
      8. QA-7 - Appendix A Landscaping: Maintenance Works B
      9. QA-7 - Appendix B Landscaping: Incomplete Works Bond Value Calculation
      10. QA-7 - Appendix C Landscaping: Maintenance Works Handover Fee Value Calculation
      11. B1 Bond Form
      12. B2 Bond Form-Schedule of Works
      13. MF1 Maintenance Fee Form
      14. MF2 Maintenance Fee Form-Schedule of Works
    8. QA-8 Building Consent Considerations
  5. Design Standards
    1. DS-1 General Provisions
      1. DS-1-1 General
      2. DS-1-2 Minimum Requirements
      3. DS-1-3 Alternative Design
      4. DS-1-4 Culture and Heritage
      5. DS-1-5 Health & Safety
      6. DS-1-6 Pollution
      7. DS-1-7 Waste Minimisation
      8. DS-1-8 Ground Conditions
      9. DS-1-9 Sustainable Development
      10. DS-1-10 Development by Urban Design
      11. DS-1-11 Core Design Principles
      12. DS-1-12 Neighbourhood Context and Site Analysis
      13. DS-1-13 Design with the Environment
      14. DS-1-14 Managing Earthworks
      15. DS-1-15 Movement and Access
      16. DS-1-16 Open Spaces
      17. DS-1-17 Streetscape
      18. DS-1-18 Public Transport Network - Bus Routes
      19. DS-1-19 Pedestrians and Cyclists
      20. DS-1-20 Infrastructure Stormwater Management and Low Impact Design
      21. DS-1-21 Putting it all Together
      22. DS-1-22 Easements
      23. DS-1-23 Tauranga Waterfront and CBD Specific Design
      24. DS-1 Appendix A - Associated Standards
    2. DS-2 Streetscape
      1. DS-2-1 General
      2. DS-2-2 Minimum Requirements
      3. DS-2-3 Regional Council Requirements
      4. DS-2-4 Design
      5. DS-2-5 Topsoil and Grassing
      6. DS-2-6 Street Gardens
      7. DS-2-7 Street Trees
      8. DS-2-8 Street Tree Location
      9. DS-2-9 Species Selection
      10. DS-2-10 Quality Control
      11. DS-2-11 Open Space Furniture and Structures
      12. DS-2-12 Irrigation
      13. DS-2-13 Incomplete Works Bond
      14. DS-2-Appendix A-Associated Standards
    3. DS-3 Reserves
      1. DS-3-1 General
      2. DS-3-2 Minimum Requirements
      3. DS-3-3 Regional Council Requirements
      4. DS-3-4 Design
      5. DS-3-5 Further Considerations
      6. DS-3-Appendix A - Associated Standards
    4. DS-4 Transportation Network
      1. DS-4-1 General
      2. DS-4-2 Minimum Requirements
      3. DS-4-3 Regional Council Requirements
      4. DS-4-4 Design
      5. DS-4-5 Conveyance
        1. Table-1-design-requirements-for-various-road-class
      6. DS-4-6 Marking and Signs
      7. DS-4-7 Connection
      8. DS-4-8 Berm Features
      9. DS-4-9 Further Considerations
      10. DS-4-Appendix A-Associated Standards
      11. DS-4-Appendix B-Flexible Pavement Design Chart
      12. DS-4-Appendix C-Street Naming and Sign Standards
      13. DS-4-Appendix D-Safety Audits
    5. DS-5 Stormwater
      1. DS-5-1 General
      2. DS-5-2 Minimum Requirements
      3. DS-5-3 Regional Council Requirements
      4. DS-5-4 Design
      5. DS-5-5 Conveyance Primary and Secondary Systems
      6. DS-5-6 Stormwater Treatment / Detention
      7. DS-5-7 Stormwater Discharge
      8. DS-5-8 Collection
      9. DS-5-9 Further Considerations
      10. DS-5-Appendix A Associated Standards
      11. DS-5-Appendix B Design Rainfall Tables
      12. DS-5 - Appendix C Rainfall Intensity Curves
      13. DS-5 - Appendix D Rainfall Depth Information Sheet
      14. DS-5 - Appendix E The Rational Method
      15. DS-5 - Appendix F Disposal Of Stormwater By Ground
      16. DS-5 - Appendix G Soakage Rate Worked Example
    6. DS-6 Wastewater
      1. DS-6-1 General
      2. DS-6-2 Minimum Requirements
      3. DS-6-3 Regional Council Requirements
      4. DS-6-4 Design
      5. DS-6-5 Conveyance Wastewater System
      6. DS-6-6 Collection
      7. DS-6-7 Further Considerations
      8. DS-6-8 Wastewater Treatment Design
      9. DS-6-9 Wastewater Pump Stations
      10. DS-6-10 Private Pump Stations
      11. DS-6-11 Receiving Reticulation
      12. DS-6-12 Rising Mains
      13. DS-6-13 Pump Station Layout
      14. DS-6-14 Fittings and Materials
      15. DS-6-15 Pump Station Services
      16. DS-6 Appendix A Associated Standards
    7. DS-7 Water Supply
      1. DS-7-1 General
      2. DS-7-2 Minimum Requirements
      3. DS-7-3 Regional Council Requirements
      4. DS-7-4 Non Council Supply
      5. DS-7-5 Design
      6. DS-7-6 Conveyance Reticulation Layout
      7. DS-7-7 Key Operational Fittings
      8. DS-7-8 Point of Supply
      9. DS-7-9 Further Considerations
      10. DS-7 Appendix A Associated Standards
      11. DS-7 Appendix B Conceptual Hydraulic Operation of a Gravity Main
    8. DS-8 Public Lighting
      1. DS-8-1 General
      2. DS-8-2 Minimum Requirements
      3. DS-8-3 Regional-Council-Requirements
      4. DS-8-4 Design
      5. DS-8-5 Information Requirements
      6. DS-8-6 Public Spaces
      7. DS-8-7 Streetlighting
      8. DS-8-8 Design Criteria
      9. DS-8-9 Approved Materials
      10. DS-8-10 Work Undertaken on Councils Network
      11. DS-8-11 Installation
      12. DS-8 - Appendix A Associated Standards
      13. DS-8 - Appendix B Notable Differences between DS-8
      14. DS-8 - Appendix C Lighting Design Submission Check
      15. DS-8 - Appendix D Lighting Column Submission Check
      16. DS-8 - Appendix E Lighting Column Evaluation Check
      17. DS-8 Proposed examples for new Standard Drawings
    9. DS-9 Network Utilities
      1. DS-9-1 General
      2. DS-9-2 Minimum Requirements
      3. DS-9-3 Regional Council Requirements
      4. DS-9-4 Design
      5. DS-9-5 Further Considerations
      6. DS-9-Appendix A - Associated Standards
    10. DS-10 Natural Hazards & Earthworks
      1. DS-10-1 General
      2. DS-10-2 Landform Development
      3. DS-10-3 Performance Criteria
      4. DS-10-4 Landform Classification System
      5. DS-10-5 Assessment Process
      6. DS-10-6 Landform Professional Opinion
      7. DS-10-7 Geo-Professional Accreditation System
      8. DS-10-8 Earthworks
      9. DS-10-9 Regional Council Requirements
      10. DS-10-10 Design
      11. DS-10-11 Boulder or Rock-Faced Slopes
      12. DS-10-12 Infill (Secondary) Subdivision
      13. DS-10-13 Companies for Soils and Earthworks Testing
      14. DS-10-14 Data Sharing
      15. DS-10 Appendix A Associated Standards
      16. DS-10 Appendix B Landform Classification System
      17. DS-10 Appendix C Geo Professional Accreditation System
      18. DS-10 Appendix D Accredited Geo Professionals
      19. DS-10 Appendix E Assessment and Reporting
      20. DS-10 Appendix F Peer Review Requirements
      21. DS-10 Appendix G Geotechnical Considerations for B
      22. DS-10 Appendix H Geotechnical Requirements Summary
      23. DS-10 Appendix I Liquefaction Hazard Map
    11. DS-11 Road Zone/Road Reserve Occupancy
      1. DS-11-1 General
      2. DS-11-2 Minimum Requirements
      3. DS-11-3 Regional Council Requirements
      4. DS-11-4 Corridor Manager
      5. DS-11-5 Utility Operator
      6. DS-11-6 Responsibility for Suppliers, Agents and Contractors
      7. DS-11-7 The Road Zone Occupancy Process
      8. DS-11-8 Location of Utilities
      9. DS-11-9 Design, Construction and Materials
      10. DS-11-Appendix A - Associated Standards
      11. DS-11-Appendix B - General Conditions
      12. DS-11-Appendix C - Utility Operators
      13. DS-11-Appendix D - Guide to Duct Colouring and Surface Marking
    12. DS-12 Building Consent Considerations
  6. Standard Drawings
    1. SD-1 General Provisions
      1. SD-1-1 General
      2. SD-1-2 Use of the Standard Drawings
      3. SD-1-3 Features of the Standard Drawings
      4. SD-1-4 Perspective Drawings
      5. SD-1-5 Central Business District Drawings
      6. SD-1-6 Quality Assurance Drawings
      7. SD-1 Appendix A Schedule of Drawings
        1. SD-1 Appendix A_1 Drawing Schedule
        2. SD-1 Appendix A_2 General Drawings (GEN Series)
        3. SD-1 Appendix A_3 Streetscape (200 Series)
        4. SD-1 Appendix A_4 Reserves (300 Series)
        5. SD-1 Appendix A_5 Transportation Network (400 Seri
        6. SD-1 Appendix A_6 Stormwater (500 Series)
        7. SD-1 Appendix A_7 Wastewater (600 Series)
        8. SD-1 Appendix A_8 Water Supply (700 Series)
        9. SD-1 Appendix A_9 Public Lighting (800 Series)
        10. SD-1 Appendix A_10 Network Utilities (900 Series)
        11. SD-1 Appendix A_11 Natural Hazards and Earthworks
        12. SD-1 Appendix A_12 Wastewater Pump Stations (WBOPD
        13. SD-1 Appendix A_13 Quality Assurance Drawings
    2. Street design diagrams
    3. T100 Perspective Drawings
      1. T101-SA1 - Four Lanes/Solid Median/Positive Crossfall
      2. T102-SA2 - Two Lanes/Solid Median/ Positive Crossfall
      3. T103-SA3 - Four Lanes/Solid Median/Positive Crossfall
      4. T104-SA4 - Two Lanes/Solid Median/Negative Crossfall
      5. T105-SA5 - Two Lanes/Solid Median/Positive Crossfall
      6. T106-SA6 - Two Lanes/Painted Median/Positive Crossfall
      7. T107-CR1 - Four Lanes/Solid Median/Positive Crossfall
      8. T108-CR2 - Two lanes/Solid Median/Negative Crossfall
      9. T109-CR3 - Two Lanes/Solid Median/Positive Crossfall
      10. T110-Perspective Drawing
      11. T111-CR5 - Two Lanes/No Median/Positive Crossfall
      12. T112-C11 - Two Lanes/No Median/Positive Crossfall
      13. T113-C12 - Service Lane
      14. T114-LR1 - Two Lanes/Parking/Positive Crossfall
      15. T115-LR2 - Two Lanes/No Median/Positive Crossfall
      16. T116-LR3 - Two Lanes/No Median/Positive Crossfall
      17. T117-LR4 - One Lane/Parking
      18. T118-LR5 - One Lane/Passing Lane
      19. T119-Residential Service Lanes SL1 & SL2
      20. T120-Rural Residential Road - RR1 - Type 1
      21. T121-Rural Residential Road - RR2 - Type 2
      22. T123-Pedestrian/Cycle Accessway
      23. T124-Private Way Serving 1 - 4 Independent Dwelling Units
      24. T125-Private Way Serving 5 - 12 Independent Dwelling Units
      25. T126-Private Way Rural
      26. T130-Tauriko Business Estate - Zone Interface
      27. T131-Tauriko Business Estate - Visual Mitigation Buffer
      28. T132-Tauriko Business Estate 5m Planted Buffer Strip
      29. T133-Tauriko Business Estate Secondary Arterial Road
      30. T134-Tauriko Business Estate Collector Road
      31. T135-Tauriko Business Estate Green Connector
      32. T140-Wairakei Secondary Arterial Road Zone
    4. T200 Streetscape
      1. T203-Tree location
      2. T204-Tree Planting and Mulchable Area
      3. T205-Tree Tie Configuration
      4. T206-Street Trees - Paving
      5. T207-Tree Pit - Carriageway
      6. T211-Street Garden - Garden Edging
      7. T215-Bollards - Timber
      8. T216-Bollards - Timber Removeable
      9. T220-Fencing Timber Post and Rail
      10. T221-Fencing - Timber Urban Reserves
      11. T225-Edge Profiles - Timber Edging
      12. T226-Edge Profiles - Concrete Edging
      13. T240-Rubbish Bin Centennial Type
      14. T241-Rubbish Bin - St Louis Type
      15. T242-Rubbish Bin - Vogue Type
      16. T243-Rubbish Bin - Tilt Type
      17. T244-Rubbish Bin - Edgewater Type
      18. T245-Rubbish Bin - Scud Type
    5. T300 Reserves
      1. T303-Tree location
      2. T304-Tree Planting and Mulchable Area
      3. T305-Tree Tie Configuration
      4. T311-Garden Edging
      5. T315-Bollards Timber
      6. T316-Bollards Timber Removable
      7. T317-Bollards with Dune Rope
      8. T320-Fencing Timber Post and Rail
      9. T321-Fencing Urban Reserves
      10. T322-Fencing Pipe and Mesh
      11. T323-Fencing Pipe and Mesh Gate
      12. T325-Edge Profiles - Timber Edging
      13. T326-Edge Profiles - Concrete Edging
      14. T330-Sand Ladder - Timber Plank
      15. T331-Sand Ladder Timber Plank for Vehicle
      16. T335-Table Timber Picnic Table
      17. T340-Seat - Bench Seat
      18. T350-Signs - Reserve Entrance Signs
    6. T400 Transport Network
      1. T400-Road Hierarchy
      2. T405-Turning Areas
      3. T406-Tee Intersection Details
      4. T410-Swept Path Design - 90% Car
      5. T411-Swept Path Design - Minimum Truck
      6. T412-Swept Path Design - 90% Semi Trailer
      7. T413-Swept Path Design - Maximum Legal 'B' Train
      8. T414-Intersection Sight Distances
      9. T415-Entranceway Sight Distances
      10. T416-Entranceway Distance From Intersections
      11. T420-Subsoil Drain For Kerbs
      12. T421-Transport Network
      13. T422-Kerb and Nib for Traffic Island
      14. T423-Precast Traffic Islands
      15. T424-Dished Channel
      16. T425-Transport Network
      17. T426-Alternative Sump (Special Approval Only)
      18. T427-Drop Structure
      19. T430-Carriageway Trench Reinstatement
      20. T431-Urban Vehicle Crossing
      21. T432-Vehicle Crossing Profiles
      22. T433-Rural Vehicle Entrance
      23. T434-Rural Privateway Passing Bay
      24. T440-Berm Features - Pathway Kerb Crossing
      25. T442-Berm Features - Cyclestands
      26. T443-Culvert Marker
      27. T450-Parking Dimensions
    7. T500 Stormwater
      1. T501-Manhole Standard
      2. T502-Manhole - Shallow
      3. T503-Manhole - Ladder and Steps
      4. T504 Manhole - Precast 1050mmØ Lid
      5. T505-Manhole - Entry Fixing
      6. T506-Manhole - Standard and Raised Access Detail
      7. T507-Manhole - Inclined Access Detail
      8. T514-Manhole - Access Detail in Carriageway
      9. T520-Rodding Eye - Shallow < 2.5m
      10. T521-Rodding Eye - Deep > 2.5m
      11. T523-Inlet and Outlet Structure
      12. T524-Outlet Structure - Danger Sign
      13. T525-Yard Sump
      14. T530-Property Connection - Standard
      15. T531-Property Connection - Depth > 2.5m
      16. T532-Property Connection Within Property
      17. T533-Property Connection Outside Property
      18. T534-Entry to Stormwater Main/Manhole
      19. T535-Kerb Connection
      20. T536-Stormwater Downpipe Syphons (Residential Sites Only)
      21. T537-Lateral Connection - Single Connection to Manhole
      22. T538-Lateral Connection - Two or More Connections to Manhole
      23. T539-Lateral Connection - Single Connection to Main
      24. T540-Lateral Connection - Two Connections to Main
      25. T541-Lateral Connection - Two Adjacent Connections to Main
      26. T542-Lateral Connection - Rear Lot Connection
      27. T543-Mains Connection - Saddle Connection
      28. T550-Subsoil Drain
      29. T551-Bedding and Backfill Details
      30. T552-Anti-Scour Block and Trenchstop
      31. T553-Close Proximity - Building Near Public Mains
      32. T554-Close Proximity - Retaining Wall Restrictions
    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
      1. T801-Public-Lighting
    11. AB As-Built Drawings
      1. AB-01 Relatvity of Datum Levels
      2. AB-02 Benchmark in K & C
      3. AB-03 Benchmark in Block
      4. AB-04 Benchmark in Box
      5. AB-100 Infill As-Built Plan
      6. AB-200 Streetscape and Reserves As-Built Plan
      7. AB-400 Transportation Network As-Built Plan
      8. AB-500 Stormwater As-Built Plan
      9. AB-600 Wastewater As-Built Plan
      10. AB-700 Water As-Built Plan
      11. AB-800 Earthworks As-Built Plan
  7. Approved Materials
  8. Construction Standards
    1. CS-1 General
      1. CS-1-0 General Provisions
      2. CS-1-1 Minimum Requirements
      3. CS-1-2 Notifiable Works
      4. CS-1-3 Road Zone Occupancy
      5. CS-1-4 Health & Safety
      6. CS-1-5 Confined Spaces
      7. CS-1-6 Public Protection
      8. CS-1-7 Culture and Heritage
      9. CS-1-8 Environmental or Property Damaged
      10. CS-1-9 Pollution
      11. CS-1-10 Existing Utility Services
      12. CS-1-11 Protection of Trees or Other Features
      13. CS-1-12 Dust Control
      14. CS-1-13 Nuisance
      15. CS-1-14 Emergency
      16. CS-1-15 Alternative Construction Methods
      17. CS-1-16 Setting Out
      18. CS-1-17 Inspection and Testing
      19. CS-1-18 As-Built Information
    2. CS-2 Site Clearance
      1. CS-2-0 Site Clearance
      2. CS-2-1 Clearing and Removal of Vegetation and Rub
      3. CS-2-2 Burning
    3. CS-3 Earthworks
      1. CS-3-0 Earthworks
      2. CS-3-1 Supervision
      3. CS-3-2 Earthworks Management Plan
      4. CS-3-3 Drainage Control
      5. CS-3-4 Erosion & Sediment Control
      6. CS-3-5 Protection & Maintenance of Works
      7. CS-3-6 Modification to Control Systems
      8. CS-3-7 Tolerances
      9. CS-3-8 Inspections and Approvals
      10. CS-3-9 Haul Roads
      11. CS-3-10 Temporary Stockpiles
    4. CS-4 Excavation
      1. CS-4-0 Excavation
      2. CS-4-1 Stripping
      3. CS-4-2 Removal of Topsoil
      4. CS-4-3 Excavation Management
      5. CS-4-4 Over Excavation
      6. CS-4-5 Cut to Waste
      7. CS-4-6 Cut to Fill
      8. CS-4-7 Slips
      9. CS-4-8 General Undercutting
      10. CS-4-9 Protection of Subgrade
      11. CS-4-10 Undercut for Shear Keys, Embankments and Fill Areas
    5. CS-5 Excavation in Trench
      1. CS-5-0 Excavation in Trench
      2. CS-5-1 Over Excavation
      3. CS-5-2 Trench Protection
      4. CS-5-3 Groundwater
    6. CS-6 Fill
      1. CS-6-0 Fill
      2. CS-6-1 Conditioning and Spreading of Fill
      3. CS-6-2 Placement of Shear Key and Embankment Undercut Fill
      4. CS-6-3 Compaction
      5. CS-6-4 Compaction Trials
      6. CS-6-5 Compaction Standards and Testing
      7. CS-6-6 Shaping
      8. CS-6-7 Topsoil Respreading
    7. CS-7 Bedding & Backfill
      1. CS-7-0 Bedding and Backfill
      2. CS-7-1 Backfill Material
      3. CS-7-2 Compaction
    8. CS-8 Subsoil Drainage for Earthworks & Roads
      1. CS-8-0 Subsoil Drainage for Earthworks and Roads
    9. CS-9 Pipework
      1. CS-9-0 Pipework
      2. CS-9-1 Jointing
      3. CS-9-2 Laterals and End Caps
      4. CS-9-3 Service Connections
      5. CS-9-4 Tolerances
      6. CS-9-5 Identification and Marking of Pipelines
      7. CS-9-6 Cleaning and Disinfection of Watermains
      8. CS-9-7 Connection to an Existing Network
    10. CS-10 Pipe Fittings
      1. CS-10-0 Pipe Fittings
      2. CS-10-1 Fire Hydrants
      3. CS-10-2 Valves
      4. CS-10-3 Anchor and Thrust Blocks
    11. CS-11 Manholes & Rodding Eyes
      1. CS-11-0 Manholes and Rodding Eyes
      2. CS-11-1 Invert Levels
      3. CS-11-2 Channels and Benching
      4. CS-11-3 Flexible Joints
      5. CS-11-4 Sealing of Manholes
      6. CS-11-5 Completion of Manholes
      7. CS-11-6 Drop Connection
      8. CS-11-7 Access Steps
      9. CS-11-8 Rodding Eyes
    12. CS-12 Sumps
      1. CS-12-0 Sumps
    13. CS-13 Trenchless Technology
      1. CS-13-0 Trenchless Technology
      2. CS-13-1 Location of Existing Services
      3. CS-13-2 Alignment
      4. CS-13-3 Directional Drilling
      5. CS-13-4 Pipe Thrusting
      6. CS-13-5 Guided Boring/Auger Boring
      7. CS-13-6 Pipe Bursting
      8. CS-13-7 Pipe Splitting
      9. CS-13-8 Tolerances
      10. CS-13-9 Damage
    14. CS-14 Road Ripping
      1. CS-14-0 Road Ripping
      2. CS-14-1 Ripping To Allow Placement of Additional B
      3. CS-14-2 Use of Ripped Material
      4. CS-14-3 Placing, Shaping and Compacting of Reused
      5. CS-14-4 Asphalt Patch Surface
    15. CS-15 Road Pavement Layers
      1. CS-15-0 Road Pavement Layers
      2. CS-15-1 Subgrade Layer
      3. CS-15-2 Sub-Base Layer
      4. CS-15-3 Basecourse Layer
      5. CS-15-4 Cement Stabilisation of Pavement Layers
    16. CS-16 Kerb & Channel
      1. CS-16-0 Kerb and Channel
      2. CS-16-1 Kerb and Channel Removal
      3. CS-16-2 Saw Cutting
      4. CS-16-3 Excavation to Pavement Depth
      5. CS-16-4 Subgrade Preparation
      6. CS-16-5 Kerb and Channel Foundation
      7. CS-16-6 Kerb and Channel Placing
      8. CS-16-7 Carriageway Reinstatement
    17. CS-17 Concrete Work
      1. CS-17-0 Concrete Work
      2. CS-17-1 Formwork
      3. CS-17-2 Concrete Mix and Proportion
      4. CS-17-3 Placing Concrete
      5. CS-17-4 Reinforcement
      6. CS-17-5 Curing Of Concrete
      7. CS-17-6 Machine Laid Kerb and Channel
      8. CS-17-7 Finished Work
      9. CS-17-8 Contraction/Expansion Joints
      10. CS-17-9 Backfilling Against Concrete Work
      11. CS-17-10 Surface Finish (Footpath and Vehicle Crossings Areas)
    18. CS-18 Carriageway Surfacing
      1. CS-18-0 Carriageway Surfacing
      2. CS-18-1 Two Coat Seal (First Coat with Wet locking Coat)
      3. CS-18-2 Two Coat Seal and Open Graded Porous Asphalt Overlay
      4. CS-18-3 Single Coat Membrane Seal and Asphaltic Concrete
      5. CS-18-4 Requirements after Chip Sealing
      6. CS-18-5 Removal of Surplus Chip
      7. CS-18-6 Protection and Repairs of the Seal Coat
    19. CS-19 Roadmarking
      1. CS-19-0 Roadmarking
    20. CS-20 Berm Features
      1. CS-20-0 Berm Features
      2. CS-20-1 Alignments, Line and Levels
      3. CS-20-2 Break-out, Removal and Disposal of Existing Berm Features
      4. CS-20-3 Excavation to Footpath Depth
      5. CS-20-4 Subgrade Preparation
      6. CS-20-5 Pavement-Course for Berm Features
      7. CS-20-6 Concrete Footpaths and Vehicle Crossings
      8. CS-20-7 Contraction/Expansion Joints
      9. CS-20-8 Asphalt Surfacing
      10. CS-20-9 Asphalt Overlay
      11. CS-20-10 Block Paving
      12. CS-20-11 Edge Restraints
      13. CS-20-12 Timber Edging for Seal, Asphalt, Paving, Concrete Work
    21. CS-21 Street Structures
      1. CS-21-0 Street Structures
      2. CS-21-1 Road Signs
      3. CS-21-2 Safety Barriers
      4. CS-21-3 Bollards and Removable Bollards
      5. CS-21-4 Pedestrian Barrier Rails and Handrails
      6. CS-21-5 Cycle Barriers and Racks
      7. CS-21-6 Public Lighting
    22. CS-22 Road Maintenance
      1. CS-22-0 Road Maintenance
      2. CS-22-1 Pot Holes
      3. CS-22-2 Dig Outs
      4. CS-22-3 Crack Sealing
      5. CS-22-4 Surface Defects
      6. CS-22-5 Edge Breaks
      7. CS-22-6 Unsealed Shoulders
      8. CS-22-7 Surface Detritus
      9. CS-22-8 Edge Marker Posts
      10. CS-22-9 Guardrails and Median Barriers
      11. CS-22-10 Traffic Signs, Chevrons, Markers and Sight Rails
      12. CS-22-11 Vegetation
    23. CS-23 Grassing & Turfing
      1. CS-23-0 Grassing and Turfing
      2. CS-23-1 Preparation for Sowing or Turfing
      3. CS-23-2 Topsoil Spreading/Re-spreading
      4. CS-23-3 Fertiliser
      5. CS-23-4 Sowing2
      6. CS-23-5 Establishment of Sown Areas
      7. CS-23-6 Weeds
      8. CS-23-7 Defects Liability Period
    24. CS-24 Vegetation Planting & Gardens
      1. CS-24-0 Vegetation Planting and Gardens
      2. CS-24-1 Soil and Fertility
      3. CS-24-2 Mulch
      4. CS-24-3 Juvenile Tree Planting
      5. CS-24-4 Pruning
    25. CS-25 Reinstatement
      1. CS-25-0 Reinstatement
      2. CS-25-1 Removed Items
  9. Inspection & Testing Requirements
    1. IT-1 General Provision
      1. IT-1-1 General
      2. IT-1-2 Minimum Requirements
      3. IT-1-3 Applying for Inspections
      4. IT-1-4 Asset Inspection/Testing Requirements
      5. IT-1-5 Random Inspections
      6. IT-1-6 Final Inspection
      7. IT-1-7 Liability
      8. IT-1 Appendix A - Inspection and Testing Summary
        1. IT-1 Appendix A-1 Inspection and Testing Summary
      9. IT-1 Appendix B-Company Requirements
        1. IT-1 Appendix B-1 Minimum Requirements
      10. IT-1 Appendix C - Closed Circuit Television Inspections
        1. IT-1 Appendix C-1 General
        2. IT-1 Appendix C-2 Engaging a CCTV Provider
        3. IT-1 Appendix C-3 Responsibilities of all Parties
        4. IT-1 Appendix C-4 Cleaning
        5. IT-1 Appendix C-5 Water Flow in Pipe
        6. IT-1 Appendix C-6 Defect Codes
        7. IT-1 Appendix C-7 Failure Triggers
        8. IT-1 Appendix C-8 Failures
        9. IT-1 Appendix C-9 Major Defects Requiring Immediate Attention
        10. IT-1 Appendix C-10 Deliverables
    2. IT-2 Streetscape
      1. IT-2-1 Inspection
      2. IT-2-2 Testing
    3. IT-3 Reserves
      1. IT-3-1 Inspection
      2. IT-3-2 Testing
    4. IT-4 Transportation Network
      1. IT-4-1 Inspection
      2. IT-4-2 Testing
      3. IT-4 Appendix-Company Requirements for Pavement Testing
        1. IT-4-Appendix A-1 General
      4. IS4-1 Inspection Sheet Vehicle Crossing
      5. IS4-2 Inspection Sheet Pre-Seal
    5. IT-5 Stormwater
      1. IT-5-1 Inspection
      2. IT-5-2 Testing
      3. IS5-1 Inspection Sheet Stormwater Manhole and Pipe
      4. 1S5-2 Inspection Sheet Sump
    6. IT-6 Wastewater
      1. IT-6-1 Inspection
      2. IT-6-2 Testing
      3. IS6-1 Wastewater Manhole and Pipeline
      4. TS6-1 Wastewater Low Pressure Air Test
      5. TS6-2 Wastewater High Pressure Air Test
      6. TS6-3 Wastewater Rising Main Pressure Test
      7. TS6-4 Manhole Infiltration Test
    7. IT-7 Water Supply
      1. IT-7-1 Inspection
      2. IT-7-2 Testing
      3. IS7-1 Inspection Sheet-Hydrant
      4. IS7-2 Inspection Sheet - Valve
      5. IS7-3 Inspection Sheet - Water Connection
      6. TS7-2 Disinfection Mixture
    8. IT-8 Public Lighting
      1. IT-8-1 Inspection
      2. IT-8-2 Testing
    9. IT-9 Network Utilities
      1. IT-9-1 Inspection
      2. IT-9-2 Testing
Infrastructure Development Code
Home/Design Standards/DS-7 Water Supply/DS-7-8 Point of Supply

DS-7.8 Point of Supply

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The following shall apply:

  1. The point of supply is the connection between a property’s private pipework and the public water supply network.
  2. The reticulation shall provide a point of supply no further than 300mm from any property or lot boundary. 
  3. For multi units or unit title type developments the point of supply shall be at the road frontage, internal connections and reticulation shall be designed to meet the same standard as if the assets were to be vested in Council, albeit they shall be held in ownership and or management of a body corporate or similar management structure.

DS-7.8.1   Minimum Requirements

The following shall apply:

  1. Property service connections shall be designed to the following minimum requirements:
    1. All lots shall be served by one service connection to a rider or principal main. Such connection shall be a minimum internal diameter of a 20mm. For commercial and industrial lots or land uses the size of connection shall be determined once the water usage required for the lot is established.
    2. Any connections to the existing Council reticulation system shall only be undertaken by a Council Licensed Contractor.
    3. At the point of supply the connection shall include metering, toby box and back flow prevention the type of backflow prevention to be determined by the activities on site.
    4. Any individual lot connection shall be designed and located to suit the existing and future development scenarios and where possible sized, located and designed to meet the service of the whole lot.
  2. The design shall satisfy the requirements of the Council policy on metering of supply which is contained in the current Water Supply System Bylaw and related regulations. Property service connections to existing water reticulation mains shall be undertaken in accordance with the Water Supply System Bylaw.

DS-7.8.2   Private Supply Pipes

Drawing Ref: T700

Generally all water supply pipes installed between a building and the point of supply are private assets. The Building Act requires that a building consent shall be obtained for their installation or alteration and that this work shall only be carried out by a suitably qualified craftsman plumber.

DS-7.8.3   Connection Locations

Drawing Ref: T727, T728, T729

The following shall apply:

  1. Front lots (or dwelling units with individual street frontage): The service connection shall be at the street boundary. The service pipe shall be terminated 300mm on the street side of the front boundary and next to the electricity and telecommunications connections with a manifold incorporating a toby valve, a dual check valve (backflow preventer), an approved meter and a toby box.
  2. Back lots (or dwelling units without individual street frontage) of up to two dwelling units shall have separate service connections at the street frontage, as in (a) above. The terminal ends shall be clearly pegged.
  3. In privateways serving more than 3 rural residential lots or more than 6 residential lots/units:
    1. A 50mm internal diameter service main shall be laid in the privateway with separate service connections off that service line for each lot or dwelling.
    2. A 25mm scour valve and backflow prevention shall be installed at the end of the main.
    3. Special circumstances may apply for privateways and may be discussed at the pre-approval meeting.
    4. The connection toby shall be within the privateway adjacent to the lot served. The service line (up to the point of supply) shall have easements in favour of Council over them.
  4. Body corporate and multi unit developments shall either:
    1. Construct internal water mains and individual connections to the standards required within the IDC and vest these with easements in Council.
    2. Install a bulk supply meter and backflow at the road frontage plus individual meters on the internal connections and retain supply in Body Corporate ownership. Refer to Council's Water Supply Bylaw for further details.
  5. Commercial/industrial lots shall have the point of metered supply service connection located as per (a) and (b) above except that for connections larger than 20mm diameter the backflow prevention system shall be located as near as practical to the property side of the boundary / R.O.W. (as applicable) and as close as practicable to the metered supply.

DS-7.8.4   Connection Depth

The service connection shall have 500mm cover (± 50mm) from the main to within 500mm of the edge of the meter box and rise to 350mm cover through the meter box. Connection depth shall be noted on the detailed design drawings.

DS-7.8.5   Connection Pipes

The following shall apply:

  1. Every separable dwelling or tenancy shall have its own manifold incorporating an isolating valve (toby) at the point of supply. 
  2. All lots shall be provided with a water supply connection that is appropriately sized for the intended land use.
  3. Refer to AM-7 Water Supply for approved products and materials.
  4. The Designer shall take into account head losses for service connections in serving building sites over long distances especially in rural or rural residential areas.
  5. Service pipes located in private easements are not permitted.


DS-7.8.6   Connection Fittings

Drawing Ref: T730, T731, T732, T733, T734, T735, T736, T738, T739, T740

The following shall apply:

  1. Water Meters 
    1. Meter type and specifications shall be in accordance with AM-7 Water Supply. 
    2. For meters 50mm Nominal Diameter or larger, design information shall be provided via a Water Supply / Drainage / Vehicle Crossing Connection Application Form for approval and shall include the design flow rates (minimum, average, maximum), proposed meter make/model and manufacturers specification. 
    3. Where automated meter reading is to be used, please refer to Council's Smart Metering Guide for Developers (available on request from Council).
    4. Meters within gated communities will be subject to a separate service level agreement. Council may vest ownership of the meters beyond the point of supply and agree to read these meters on behalf of the body corporate.
    5. Meter manifolds shall be located where customers can easily locate the property isolating valve in the meter box in case of emergency.
  2. Backflow Protection 
    1. Backflow protection is required at the Point of Supply and as near as practical to the boundary. Any above ground device (Reduced Pressure Zone) is to be installed parallel to the front boundary. 
    2. The level of protection is determined after surveying the occupancy of the property and referring to clause 3.3 Cross Connection Hazards in The Approved Document for New Zealand Building Code clause G12, Water Supply, Second Edition.
  3. Tapping Bands 
    1. Each service connection to a principal main or rider main shall be by means of a tapping band. 
    2. The tapping band for each service connection shall be sited adjacent to the electricity and telecommunications connections, close to a side boundary, but not perpendicular to the toby. It shall be located within the boundary alignment.

DS-7.8.7   Connection to Existing Council Reticulation

Approval shall be obtained from Council before connection can be made to the water supply network. Application for this shall be on Council's Water Supply / Drainage / Vehicle Crossing Connection Application Form.

All connections to Council infrastructure shall be carried out only by a Council Licensed Contractor.

Definitions in this section

Asset

Building act

Council

Design

Designer

Ground

Licensed contractor

Lot

Principal

Privateway

Road

Street

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