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General
GEN-1 Introduction
GEN-1-1 Philosophy
GEN-1-2 Scope/Applicability
GEN-1-3 IDC Layout
GEN-1-4 IDC Availability
GEN-1-5 Statutory Requirements
GEN-1-6 Relationship Between the IDC and RMA
GEN-1-7 Relationship Between the IDC and Building
GEN-1-8 Implementation of the IDC
GEN-1-9 Standards
GEN-1-10 Other Authorities
GEN-2 Strategic Alignment
GEN-2-1 General
GEN-2-2 Smartgrowth Strategy and Implementation Plan
GEN-2-3 Smartgrowth's Impact on the IDC
GEN-3 Level of Service
GEN-3-1 General
GEN-3-2 Context-Local Government Act 2002
GEN-3-3 How Councils Set Levels of Service
GEN-3-4 Maximums & Minimums
GEN-3-5 Geographical Differences in Levels of Service
GEN-3-6 Zoning and Land Use Differences in Levels
GEN-3-7 WBOPDC Level of Service
GEN-3-8 How to Change Levels of Service
GEN-3_9 Levels of Service and the IDC
GEN-4 Definitions
GEN-4-1 General
GEN-4-2 Abbreviations
GEN-4_3 Definitions
GEN-5 Document Control & Management
GEN-5-1 General
GEN-5-2 Amendment Processes
GEN-5-3 Advisory Panel
GEN-5-4 Adoption and Delegations
GEN-5-5 Notification
GEN-5-6 Table of Amendments
GEN-5-7 Publication
GEN-6 IDC Departures
GEN-6-1 What is an IDC Departure?
GEN-6-2 Why do we have an application process for IDC Departures?
GEN-6-3 When can an application be made?
GEN-6-4 How does the process work?
GEN-6-5 Other considerations
Infrastructure Development Processes
ID-1 Infrastructure Development Processes
ID-1-1 General
ID-1-2 Development Works associated with a Resource Consent
ID-1-3 Other Works not associated with a Resource Consent
ID-1 - Appendix A Process Maps
PD-1 Lifecycle of an Asset Process Map
PD-2 Resource Consent Application Process Map
PD-3 Development Works Approval Process
PD-4 Amendment to DWA Approval
PD-5 Amendment to Approved Development Works Appli
PD-6 s223 Application Process Map
PD-7 s224(c) Application Process Map
PD-8 Approved Materials Process Map
Quality Assurance Information Requirements
QA-1 Resource Consent Application Requirements
QA-1-1 General
QA-1-2 Development Works
QA-1-3 Development Evaluation Report
QA-1-4 Minimum Information Requirements
QA-1-5 Compilation of the Report
QA-1-6 Drawing Information
QA-1-7 Supporting Documents
QA-1-8 Delivery Media - Digital Data
QA-1-9 Titling Convention
QA-1-10 Peer Review
QA-1 Appendix A Peer Review Requirements
AC-1 Application Checklist Development Evaluation
G1 Producer Statement Suitability of Land for Subdivision
QA-2 Works Undertaken By or For a Council
QA-2-1 General
QA-2-2 Use of the IDC
QA-2-3 Exceptions to the IDC Technical Information
QA-3 Development Works Approval
QA-3-1 General
QA-3-2 Level of Supervision of Construction for Development Works
QA-3-3 Existing Infrastructure
QA-3-4 Compilation of the Development Works Approval
QA-3-5 Pre Application Meeting
QA-3-6 Minimum Information Requirements
QA-3-7 Development Drawing Parameters
QA-3-8 Incorrect Information Provided and/or Additional Information Required
QA-3-9 Approval
QA-3-10 Liability
QA-3-11 Amendments to Approved Development Works Approvals
QA-3-12 Processing Timeframe
QA-3-13 Liability
QA-3-14 Amendments to Approved Development Works A
QA-3-15 Processing Timeframe
QA-3 Appendix A Type 2 Development Work Approval Report
CM-1a Construction Monitoring Services
CM-1b Construction Monitoring Services
CM-1c Construction Monitoring Services
CM-1d Construction Monitoring Services
QA-4 Survey Plan (s223) Approval
QA-4-1 General
QA-5 Final Sign Off (s224c) Application Requirements
QA-5-1 General
QA-5-2 Minimum Information Requirements
QA-5-3 Consent Compliance
QA-5-4 Development Completion Report
QA-5-5 As Built Information
QA-5-6 Supporting Documents
QA-5-7 Peer Review
QA-5-8 Delivery Media Digital Media
QA-5-9 Titling Convention
DCR-0-1 Type 1 Development Completion Report Template
DCR-0-2 Type 2 Development Completion Report Template
G2 Producer Statement Suitability of Land for Buil
G3 Summary of Geotechnical Data for Individual Lot
G4 Geotechnical Checklist Geotechnical Reporting
AC-2 DWA and As-Built Submission
AC-3 Type 1 ACR Application Checklist
AC-3-1 DWA and As-Built Submission Reserves
AC-3-2 DWA and As-Built Submission Transportation/Streetscape
AC-3-3 DWA and As-Built Submission Stormwater
AC-3-4 DWA and As-Built Submission Wastewater
AC-3-5 DWA and As-Built Submission Water Supply
AC-3-6 DWA and As-Built Submission Natural Hazards
C2 Streetscape Construction Certification
C3 Reserves Construction Certification
C4 Transportation Construction Certification
C5 Stormwater Construction Certification
C6 Wastewater Construction Certification
C7 Water Supply Construction Certification
C9 Network Utilities Construction Certification
C10 Producer Statement Completed Construction Work
AC-4 Type 2 ACR Application Checklist
AC-5 Application Checklist s224 Application
AR-1 Infrastructure Asset Register
QA-6 As-Built Information
QA-6-1 General
QA-6-2 Minimum Requirements
QA-6-3 Provision of As-Builts
QA-6-4 As-Built Information Types
QA-6-5 As-Built Software Requirements
QA-6-6 Timing of As-Built Delivery
QA-6-7 Council's As-Built Process
QA-6-8 As-Built Information Accuracy
QA-6-9 Fees and Charges
QA-6-10 Project Information
QA-6-11 Coordinates and Levels
QA-6-12 Hardcopy (PDF) As-Built Plans
QA-6-13 Benchmarks
QA-6-14 Delivery Media for as-Built Plans and Supporting Information
QA-6-15 Tilting Convention
QA-7 Bonds and Maintenance Fee
QA-7-1 General
QA-7-2 Landscaping: Maintenance Works and Incomplete Works Bonds
QA-7-3 Other Bonds
QA-7-4 Bonded Works
QA-7-5 Release of Bond
QA-7-6 Non Performance
QA-7-7 Landscaping: Maintenance Works Handover Fee
QA-7 - Appendix A Landscaping: Maintenance Works B
QA-7 - Appendix B Landscaping: Incomplete Works Bond Value Calculation
QA-7 - Appendix C Landscaping: Maintenance Works Handover Fee Value Calculation
B1 Bond Form
B2 Bond Form-Schedule of Works
MF1 Maintenance Fee Form
MF2 Maintenance Fee Form-Schedule of Works
QA-8 Building Consent Considerations
Design Standards
DS-1 General Provisions
DS-1-1 General
DS-1-2 Minimum Requirements
DS-1-3 Alternative Design
DS-1-4 Culture and Heritage
DS-1-5 Health & Safety
DS-1-6 Pollution
DS-1-7 Waste Minimisation
DS-1-8 Ground Conditions
DS-1-9 Sustainable Development
DS-1-10 Development by Urban Design
DS-1-11 Core Design Principles
DS-1-12 Neighbourhood Context and Site Analysis
DS-1-13 Design with the Environment
DS-1-14 Managing Earthworks
DS-1-15 Movement and Access
DS-1-16 Open Spaces
DS-1-17 Streetscape
DS-1-18 Public Transport Network - Bus Routes
DS-1-19 Pedestrians and Cyclists
DS-1-20 Infrastructure Stormwater Management and Low Impact Design
DS-1-21 Putting it all Together
DS-1-22 Easements
DS-1-23 Tauranga Waterfront and CBD Specific Design
DS-1 Appendix A - Associated Standards
DS-2 Streetscape
DS-2-1 General
DS-2-2 Minimum Requirements
DS-2-3 Regional Council Requirements
DS-2-4 Design
DS-2-5 Topsoil and Grassing
DS-2-6 Street Gardens
DS-2-7 Street Trees
DS-2-8 Street Tree Location
DS-2-9 Species Selection
DS-2-10 Quality Control
DS-2-11 Open Space Furniture and Structures
DS-2-12 Irrigation
DS-2-13 Incomplete Works Bond
DS-2-Appendix A-Associated Standards
DS-3 Reserves
DS-3-1 General
DS-3-2 Minimum Requirements
DS-3-3 Regional Council Requirements
DS-3-4 Design
DS-3-5 Further Considerations
DS-3-Appendix A - Associated Standards
DS-4 Transportation Network
DS-4-1 General
DS-4-2 Minimum Requirements
DS-4-3 Regional Council Requirements
DS-4-4 Design
DS-4-5 Conveyance
Table-1-design-requirements-for-various-road-class
DS-4-6 Marking and Signs
DS-4-7 Connection
DS-4-8 Berm Features
DS-4-9 Further Considerations
DS-4-Appendix A-Associated Standards
DS-4-Appendix B-Flexible Pavement Design Chart
DS-4-Appendix C-Street Naming and Sign Standards
DS-4-Appendix D-Safety Audits
DS-5 Stormwater
DS-5-1 General
DS-5-2 Minimum Requirements
DS-5-3 Regional Council Requirements
DS-5-4 Design
DS-5-5 Conveyance Primary and Secondary Systems
DS-5-6 Stormwater Treatment / Detention
DS-5-7 Stormwater Discharge
DS-5-8 Collection
DS-5-9 Further Considerations
DS-5-Appendix A Associated Standards
DS-5-Appendix B Design Rainfall Tables
DS-5 - Appendix C Rainfall Intensity Curves
DS-5 - Appendix D Rainfall Depth Information Sheet
DS-5 - Appendix E The Rational Method
DS-5 - Appendix F Disposal Of Stormwater By Ground
DS-5 - Appendix G Soakage Rate Worked Example
DS-6 Wastewater
DS-6-1 General
DS-6-2 Minimum Requirements
DS-6-3 Regional Council Requirements
DS-6-4 Design
DS-6-5 Conveyance Wastewater System
DS-6-6 Collection
DS-6-7 Further Considerations
DS-6-8 Wastewater Treatment Design
DS-6-9 Wastewater Pump Stations
DS-6-10 Private Pump Stations
DS-6-11 Receiving Reticulation
DS-6-12 Rising Mains
DS-6-13 Pump Station Layout
DS-6-14 Fittings and Materials
DS-6-15 Pump Station Services
DS-6 Appendix A Associated Standards
DS-7 Water Supply
DS-7-1 General
DS-7-2 Minimum Requirements
DS-7-3 Regional Council Requirements
DS-7-4 Non Council Supply
DS-7-5 Design
DS-7-6 Conveyance Reticulation Layout
DS-7-7 Key Operational Fittings
DS-7-8 Point of Supply
DS-7-9 Further Considerations
DS-7 Appendix A Associated Standards
DS-7 Appendix B Conceptual Hydraulic Operation of a Gravity Main
DS-8 Public Lighting
DS-8-1 General
DS-8-2 Minimum Requirements
DS-8-3 Regional-Council-Requirements
DS-8-4 Design
DS-8-5 Information Requirements
DS-8-6 Public Spaces
DS-8-7 Streetlighting
DS-8-8 Design Criteria
DS-8-9 Approved Materials
DS-8-10 Work Undertaken on Councils Network
DS-8-11 Installation
DS-8 - Appendix A Associated Standards
DS-8 - Appendix B Notable Differences between DS-8
DS-8 - Appendix C Lighting Design Submission Check
DS-8 - Appendix D Lighting Column Submission Check
DS-8 - Appendix E Lighting Column Evaluation Check
DS-8 Proposed examples for new Standard Drawings
DS-9 Network Utilities
DS-9-1 General
DS-9-2 Minimum Requirements
DS-9-3 Regional Council Requirements
DS-9-4 Design
DS-9-5 Further Considerations
DS-9-Appendix A - Associated Standards
DS-10 Natural Hazards & Earthworks
DS-10-1 General
DS-10-2 Landform Development
DS-10-3 Performance Criteria
DS-10-4 Landform Classification System
DS-10-5 Assessment Process
DS-10-6 Landform Professional Opinion
DS-10-7 Geo-Professional Accreditation System
DS-10-8 Earthworks
DS-10-9 Regional Council Requirements
DS-10-10 Design
DS-10-11 Boulder or Rock-Faced Slopes
DS-10-12 Infill (Secondary) Subdivision
DS-10-13 Companies for Soils and Earthworks Testing
DS-10-14 Data Sharing
DS-10 Appendix A Associated Standards
DS-10 Appendix B Landform Classification System
DS-10 Appendix C Geo Professional Accreditation System
DS-10 Appendix D Accredited Geo Professionals
DS-10 Appendix E Assessment and Reporting
DS-10 Appendix F Peer Review Requirements
DS-10 Appendix G Geotechnical Considerations for B
DS-10 Appendix H Geotechnical Requirements Summary
DS-10 Appendix I Liquefaction Hazard Map
DS-11 Road Zone/Road Reserve Occupancy
DS-11-1 General
DS-11-2 Minimum Requirements
DS-11-3 Regional Council Requirements
DS-11-4 Corridor Manager
DS-11-5 Utility Operator
DS-11-6 Responsibility for Suppliers, Agents and Contractors
DS-11-7 The Road Zone Occupancy Process
DS-11-8 Location of Utilities
DS-11-9 Design, Construction and Materials
DS-11-Appendix A - Associated Standards
DS-11-Appendix B - General Conditions
DS-11-Appendix C - Utility Operators
DS-11-Appendix D - Guide to Duct Colouring and Surface Marking
DS-12 Building Consent Considerations
Standard Drawings
SD-1 General Provisions
SD-1-1 General
SD-1-2 Use of the Standard Drawings
SD-1-3 Features of the Standard Drawings
SD-1-4 Perspective Drawings
SD-1-5 Central Business District Drawings
SD-1-6 Quality Assurance Drawings
SD-1 Appendix A Schedule of Drawings
SD-1 Appendix A_1 Drawing Schedule
SD-1 Appendix A_2 General Drawings (GEN Series)
SD-1 Appendix A_3 Streetscape (200 Series)
SD-1 Appendix A_4 Reserves (300 Series)
SD-1 Appendix A_5 Transportation Network (400 Seri
SD-1 Appendix A_6 Stormwater (500 Series)
SD-1 Appendix A_7 Wastewater (600 Series)
SD-1 Appendix A_8 Water Supply (700 Series)
SD-1 Appendix A_9 Public Lighting (800 Series)
SD-1 Appendix A_10 Network Utilities (900 Series)
SD-1 Appendix A_11 Natural Hazards and Earthworks
SD-1 Appendix A_12 Wastewater Pump Stations (WBOPD
SD-1 Appendix A_13 Quality Assurance Drawings
Street design diagrams
T100 Perspective Drawings
T101-SA1 - Four Lanes/Solid Median/Positive Crossfall
T102-SA2 - Two Lanes/Solid Median/ Positive Crossfall
T103-SA3 - Four Lanes/Solid Median/Positive Crossfall
T104-SA4 - Two Lanes/Solid Median/Negative Crossfall
T105-SA5 - Two Lanes/Solid Median/Positive Crossfall
T106-SA6 - Two Lanes/Painted Median/Positive Crossfall
T107-CR1 - Four Lanes/Solid Median/Positive Crossfall
T108-CR2 - Two lanes/Solid Median/Negative Crossfall
T109-CR3 - Two Lanes/Solid Median/Positive Crossfall
T110-Perspective Drawing
T111-CR5 - Two Lanes/No Median/Positive Crossfall
T112-C11 - Two Lanes/No Median/Positive Crossfall
T113-C12 - Service Lane
T114-LR1 - Two Lanes/Parking/Positive Crossfall
T115-LR2 - Two Lanes/No Median/Positive Crossfall
T116-LR3 - Two Lanes/No Median/Positive Crossfall
T117-LR4 - One Lane/Parking
T118-LR5 - One Lane/Passing Lane
T119-Residential Service Lanes SL1 & SL2
T120-Rural Residential Road - RR1 - Type 1
T121-Rural Residential Road - RR2 - Type 2
T123-Pedestrian/Cycle Accessway
T124-Private Way Serving 1 - 4 Independent Dwelling Units
T125-Private Way Serving 5 - 12 Independent Dwelling Units
T126-Private Way Rural
T130-Tauriko Business Estate - Zone Interface
T131-Tauriko Business Estate - Visual Mitigation Buffer
T132-Tauriko Business Estate 5m Planted Buffer Strip
T133-Tauriko Business Estate Secondary Arterial Road
T134-Tauriko Business Estate Collector Road
T135-Tauriko Business Estate Green Connector
T140-Wairakei Secondary Arterial Road Zone
T200 Streetscape
T203-Tree location
T204-Tree Planting and Mulchable Area
T205-Tree Tie Configuration
T206-Street Trees - Paving
T207-Tree Pit - Carriageway
T211-Street Garden - Garden Edging
T215-Bollards - Timber
T216-Bollards - Timber Removeable
T220-Fencing Timber Post and Rail
T221-Fencing - Timber Urban Reserves
T225-Edge Profiles - Timber Edging
T226-Edge Profiles - Concrete Edging
T240-Rubbish Bin Centennial Type
T241-Rubbish Bin - St Louis Type
T242-Rubbish Bin - Vogue Type
T243-Rubbish Bin - Tilt Type
T244-Rubbish Bin - Edgewater Type
T245-Rubbish Bin - Scud Type
T300 Reserves
T303-Tree location
T304-Tree Planting and Mulchable Area
T305-Tree Tie Configuration
T311-Garden Edging
T315-Bollards Timber
T316-Bollards Timber Removable
T317-Bollards with Dune Rope
T320-Fencing Timber Post and Rail
T321-Fencing Urban Reserves
T322-Fencing Pipe and Mesh
T323-Fencing Pipe and Mesh Gate
T325-Edge Profiles - Timber Edging
T326-Edge Profiles - Concrete Edging
T330-Sand Ladder - Timber Plank
T331-Sand Ladder Timber Plank for Vehicle
T335-Table Timber Picnic Table
T340-Seat - Bench Seat
T350-Signs - Reserve Entrance Signs
T400 Transport Network
T400-Road Hierarchy
T405-Turning Areas
T406-Tee Intersection Details
T410-Swept Path Design - 90% Car
T411-Swept Path Design - Minimum Truck
T412-Swept Path Design - 90% Semi Trailer
T413-Swept Path Design - Maximum Legal 'B' Train
T414-Intersection Sight Distances
T415-Entranceway Sight Distances
T416-Entranceway Distance From Intersections
T420-Subsoil Drain For Kerbs
T421-Transport Network
T422-Kerb and Nib for Traffic Island
T423-Precast Traffic Islands
T424-Dished Channel
T425-Transport Network
T426-Alternative Sump (Special Approval Only)
T427-Drop Structure
T430-Carriageway Trench Reinstatement
T431-Urban Vehicle Crossing
T432-Vehicle Crossing Profiles
T433-Rural Vehicle Entrance
T434-Rural Privateway Passing Bay
T440-Berm Features - Pathway Kerb Crossing
T442-Berm Features - Cyclestands
T443-Culvert Marker
T450-Parking Dimensions
T500 Stormwater
T501-Manhole Standard
T502-Manhole - Shallow
T503-Manhole - Ladder and Steps
T504 Manhole - Precast 1050mmØ Lid
T505-Manhole - Entry Fixing
T506-Manhole - Standard and Raised Access Detail
T507-Manhole - Inclined Access Detail
T514-Manhole - Access Detail in Carriageway
T520-Rodding Eye - Shallow < 2.5m
T521-Rodding Eye - Deep > 2.5m
T523-Inlet and Outlet Structure
T524-Outlet Structure - Danger Sign
T525-Yard Sump
T530-Property Connection - Standard
T531-Property Connection - Depth > 2.5m
T532-Property Connection Within Property
T533-Property Connection Outside Property
T534-Entry to Stormwater Main/Manhole
T535-Kerb Connection
T536-Stormwater Downpipe Syphons (Residential Sites Only)
T537-Lateral Connection - Single Connection to Manhole
T538-Lateral Connection - Two or More Connections to Manhole
T539-Lateral Connection - Single Connection to Main
T540-Lateral Connection - Two Connections to Main
T541-Lateral Connection - Two Adjacent Connections to Main
T542-Lateral Connection - Rear Lot Connection
T543-Mains Connection - Saddle Connection
T550-Subsoil Drain
T551-Bedding and Backfill Details
T552-Anti-Scour Block and Trenchstop
T553-Close Proximity - Building Near Public Mains
T554-Close Proximity - Retaining Wall Restrictions
T600 Wastewater
T601-Manhole - Standard
T602-Manhole - Shallow
T603-Manhole - Ladder and Steps
T604-Manhole - Precast 1050mmØ Lid
T605-Manhole - Entry Fixing
T606-Manhole - Standard and Raised Access Detail
T607-Manhole - Inclined Access Detail
T608-Manhole - Internal Drop
T609-Manhole - External Drop
TT610-Manhole - PE Pipe Connections - Wall Adapter and Pre-Cast Manhole
T611-Manhole - PE Pipe Connections - Stub Flange and In-Situ Base
T612-Manhole - PE Pipe Connections - Electrofusion Coupler and In-Situ Base
T613 Manhole - PE Pipe Connections - Puddle Flange and Pre-Cast Manhole
T614-Manhole - Access Detail in Carriageway
T620-Rodding Eye - Shallow < 2.5m
T621-Rodding Eye - Deep > 2.5m
T630-Property Connection - Standard
T631-Property Connection - Depth > 2.5m
T632-Property Connection - Within Property
T633-Property Connection - Outside Property
T634-Property Connection - Entry to Wastewater Main/Manhole
T637-Lateral Connection - Single Connection to Manhole
T638-Lateral Connection - Two or More Connections to Manhole
T639-Lateral Connection - Single Connection to Main
T640-Lateral Connection - Two Connections to Main
T641-Lateral Connection - Two Adjacent Connections to Main
T642-Lateral Connection - Rear Lot Connection
T643-Mains Connection - Saddle Connection
T651-Bedding and Backfill Details
T652-Anti-Scour Block and Trenchstop
T653-Buildings Near Public Mains
T654-Close Proximity - Retaining Wall Restrictions
T660-Pump Station - Typical Site Layout
T661-Pump Station - Elevation Section
T662-Pump Station - Plan Section
T663-Pump Station - Pedestal Base Plate, Pedestal Mounting, Valve Chamber and Riser Connection
T664-Pump Station - Deflector Plate, Ladder and Plinth
T665-Pump Station - Valve Extension Spindle, Spindle Guide and Handwheel
T666-Pump Station - Cover Slab
T667-Pump Station - Frame
T668-Pump Station - Chamber Lid
T669-Pump Station - Chamber Lid Padlock and Handle
T670-Pump Station - Rising Main Entry to Receiving Manhole
T671-Pump Station - 25mm Water Service Connection
T672-Pump Station - Electrical - Standard 2 Pump Stn Without Soft Starters (1 of 2)
T673-Pump Station - Electrical - Standard 2 Pump Stn Without Soft Starters (2 of 2)
T674-Pump Station - Electrical - Standard 2 Pump Stn SMC - 3 Soft Starters (1 of 2)
T675-Pump Station - Electrical - Standard 2 Pump Stn SMC - 3 Soft Starters (2 of 2)
T676-Pump Station - Electrical - Standard 2 Pump Stn IMS2 Soft Starters (1 of 2)
T677-Pump Station - Electrical - Standard 2 Pump Stn IMS2 Soft Starters (2 of 2)
T678-Pump Station - Electrical - Standard 2 Pump Stn ISMC - 3 Soft Starters (1 of 3)
T679 Pump Station - Electrical - Standard 2 Pump Stn ISMC - 3 Soft Starters (2 of 3)
T680-Pump Station - Electrical - Standard 2 Pump Stn ISMC - 3 Soft Starters (3 of 3)
T681-Electrical - 2 Pump Stn Mincas SMC-3 Soft Starters (1 of 2)
T682-Electrical - 2 Pump Stn Mincas SMC-3 Soft Starters (2 of 2)
T683-Pump Station - Electrical Cabinet
T700 Water Supply
T700-Water Supply Pipe Hierarchy
T701-Water Supply - Looped and Linked Principal Mains
T705-Water Main - Location at Intersections
T706-Watermain - Location at Cul de Sac
T707-Water Main - Rider Main to Main Connection
T708-Water Main - Flushing Point
T709-Water Main - Branch Valves and Hydrant Combinations
T710-Water Main - Support for Asbestos Cement Main
T713-Hydrant Surround
T714-Hydrant Box
T715-Hydrant Surround Blocks
T716-Valve Surround
T717-Valve Box
T718-Valve Surround 75mm Concrete
T719-Valve Surround 100mm Concrete
T720 Valve Surround Heavy Duty Concrete
T721-Anchor block for Sluice Valves on Mains
T722-Anchor Block for Flanged Fittings on Mains
T723-Thrust Blocks
T724-Hydrant and Valve Marker Post
T727-Water Meter - Type 1 and 2 Point of Supply Location Installation
T728-Water Meter - Type 3 and 4 Point of Supply Location Installation
T729-Water Meter - Fire System Connection With Potable Supply Installation
T730-Standard 20mm Manifold Connection
T731-Standard 20mm Manifold Connections - Plan View
T732-Multiple 20mm Installations
T733-20mm Connection Requiring Double Check Valve
T734-20mm Connection Requiring RPZ Installation
T735-25mm, 40mm or 50mm Meter Installation With Double Check Valve
T736-<50mm Meter Installation with RPZ
T737-Property Connection - 50mm Combination Meter Installation with Double Check Valve
T738-Combination Meter Installation with RPZ
T739 >50mm Combination Meter Installation with RPZ & Bypass Option
T740-Property Connection - Secure Connection
T741-Manhole - Class A Loading
T742-Chamber - Class A Loading
T743-Manhole - Class B Loading
T744-Chamber - Class B Loading
T751-Bedding and Backfill Details
T753-Buildings Near Public Mains
T800 Public Lighting
T801-Public-Lighting
AB As-Built Drawings
AB-01 Relatvity of Datum Levels
AB-02 Benchmark in K & C
AB-03 Benchmark in Block
AB-04 Benchmark in Box
AB-100 Infill As-Built Plan
AB-200 Streetscape and Reserves As-Built Plan
AB-400 Transportation Network As-Built Plan
AB-500 Stormwater As-Built Plan
AB-600 Wastewater As-Built Plan
AB-700 Water As-Built Plan
AB-800 Earthworks As-Built Plan
Approved Materials
Construction Standards
CS-1 General
CS-1-0 General Provisions
CS-1-1 Minimum Requirements
CS-1-2 Notifiable Works
CS-1-3 Road Zone Occupancy
CS-1-4 Health & Safety
CS-1-5 Confined Spaces
CS-1-6 Public Protection
CS-1-7 Culture and Heritage
CS-1-8 Environmental or Property Damaged
CS-1-9 Pollution
CS-1-10 Existing Utility Services
CS-1-11 Protection of Trees or Other Features
CS-1-12 Dust Control
CS-1-13 Nuisance
CS-1-14 Emergency
CS-1-15 Alternative Construction Methods
CS-1-16 Setting Out
CS-1-17 Inspection and Testing
CS-1-18 As-Built Information
CS-2 Site Clearance
CS-2-0 Site Clearance
CS-2-1 Clearing and Removal of Vegetation and Rub
CS-2-2 Burning
CS-3 Earthworks
CS-3-0 Earthworks
CS-3-1 Supervision
CS-3-2 Earthworks Management Plan
CS-3-3 Drainage Control
CS-3-4 Erosion & Sediment Control
CS-3-5 Protection & Maintenance of Works
CS-3-6 Modification to Control Systems
CS-3-7 Tolerances
CS-3-8 Inspections and Approvals
CS-3-9 Haul Roads
CS-3-10 Temporary Stockpiles
CS-4 Excavation
CS-4-0 Excavation
CS-4-1 Stripping
CS-4-2 Removal of Topsoil
CS-4-3 Excavation Management
CS-4-4 Over Excavation
CS-4-5 Cut to Waste
CS-4-6 Cut to Fill
CS-4-7 Slips
CS-4-8 General Undercutting
CS-4-9 Protection of Subgrade
CS-4-10 Undercut for Shear Keys, Embankments and Fill Areas
CS-5 Excavation in Trench
CS-5-0 Excavation in Trench
CS-5-1 Over Excavation
CS-5-2 Trench Protection
CS-5-3 Groundwater
CS-6 Fill
CS-6-0 Fill
CS-6-1 Conditioning and Spreading of Fill
CS-6-2 Placement of Shear Key and Embankment Undercut Fill
CS-6-3 Compaction
CS-6-4 Compaction Trials
CS-6-5 Compaction Standards and Testing
CS-6-6 Shaping
CS-6-7 Topsoil Respreading
CS-7 Bedding & Backfill
CS-7-0 Bedding and Backfill
CS-7-1 Backfill Material
CS-7-2 Compaction
CS-8 Subsoil Drainage for Earthworks & Roads
CS-8-0 Subsoil Drainage for Earthworks and Roads
CS-9 Pipework
CS-9-0 Pipework
CS-9-1 Jointing
CS-9-2 Laterals and End Caps
CS-9-3 Service Connections
CS-9-4 Tolerances
CS-9-5 Identification and Marking of Pipelines
CS-9-6 Cleaning and Disinfection of Watermains
CS-9-7 Connection to an Existing Network
CS-10 Pipe Fittings
CS-10-0 Pipe Fittings
CS-10-1 Fire Hydrants
CS-10-2 Valves
CS-10-3 Anchor and Thrust Blocks
CS-11 Manholes & Rodding Eyes
CS-11-0 Manholes and Rodding Eyes
CS-11-1 Invert Levels
CS-11-2 Channels and Benching
CS-11-3 Flexible Joints
CS-11-4 Sealing of Manholes
CS-11-5 Completion of Manholes
CS-11-6 Drop Connection
CS-11-7 Access Steps
CS-11-8 Rodding Eyes
CS-12 Sumps
CS-12-0 Sumps
CS-13 Trenchless Technology
CS-13-0 Trenchless Technology
CS-13-1 Location of Existing Services
CS-13-2 Alignment
CS-13-3 Directional Drilling
CS-13-4 Pipe Thrusting
CS-13-5 Guided Boring/Auger Boring
CS-13-6 Pipe Bursting
CS-13-7 Pipe Splitting
CS-13-8 Tolerances
CS-13-9 Damage
CS-14 Road Ripping
CS-14-0 Road Ripping
CS-14-1 Ripping To Allow Placement of Additional B
CS-14-2 Use of Ripped Material
CS-14-3 Placing, Shaping and Compacting of Reused
CS-14-4 Asphalt Patch Surface
CS-15 Road Pavement Layers
CS-15-0 Road Pavement Layers
CS-15-1 Subgrade Layer
CS-15-2 Sub-Base Layer
CS-15-3 Basecourse Layer
CS-15-4 Cement Stabilisation of Pavement Layers
CS-16 Kerb & Channel
CS-16-0 Kerb and Channel
CS-16-1 Kerb and Channel Removal
CS-16-2 Saw Cutting
CS-16-3 Excavation to Pavement Depth
CS-16-4 Subgrade Preparation
CS-16-5 Kerb and Channel Foundation
CS-16-6 Kerb and Channel Placing
CS-16-7 Carriageway Reinstatement
CS-17 Concrete Work
CS-17-0 Concrete Work
CS-17-1 Formwork
CS-17-2 Concrete Mix and Proportion
CS-17-3 Placing Concrete
CS-17-4 Reinforcement
CS-17-5 Curing Of Concrete
CS-17-6 Machine Laid Kerb and Channel
CS-17-7 Finished Work
CS-17-8 Contraction/Expansion Joints
CS-17-9 Backfilling Against Concrete Work
CS-17-10 Surface Finish (Footpath and Vehicle Crossings Areas)
CS-18 Carriageway Surfacing
CS-18-0 Carriageway Surfacing
CS-18-1 Two Coat Seal (First Coat with Wet locking Coat)
CS-18-2 Two Coat Seal and Open Graded Porous Asphalt Overlay
CS-18-3 Single Coat Membrane Seal and Asphaltic Concrete
CS-18-4 Requirements after Chip Sealing
CS-18-5 Removal of Surplus Chip
CS-18-6 Protection and Repairs of the Seal Coat
CS-19 Roadmarking
CS-19-0 Roadmarking
CS-20 Berm Features
CS-20-0 Berm Features
CS-20-1 Alignments, Line and Levels
CS-20-2 Break-out, Removal and Disposal of Existing Berm Features
CS-20-3 Excavation to Footpath Depth
CS-20-4 Subgrade Preparation
CS-20-5 Pavement-Course for Berm Features
CS-20-6 Concrete Footpaths and Vehicle Crossings
CS-20-7 Contraction/Expansion Joints
CS-20-8 Asphalt Surfacing
CS-20-9 Asphalt Overlay
CS-20-10 Block Paving
CS-20-11 Edge Restraints
CS-20-12 Timber Edging for Seal, Asphalt, Paving, Concrete Work
CS-21 Street Structures
CS-21-0 Street Structures
CS-21-1 Road Signs
CS-21-2 Safety Barriers
CS-21-3 Bollards and Removable Bollards
CS-21-4 Pedestrian Barrier Rails and Handrails
CS-21-5 Cycle Barriers and Racks
CS-21-6 Public Lighting
CS-22 Road Maintenance
CS-22-0 Road Maintenance
CS-22-1 Pot Holes
CS-22-2 Dig Outs
CS-22-3 Crack Sealing
CS-22-4 Surface Defects
CS-22-5 Edge Breaks
CS-22-6 Unsealed Shoulders
CS-22-7 Surface Detritus
CS-22-8 Edge Marker Posts
CS-22-9 Guardrails and Median Barriers
CS-22-10 Traffic Signs, Chevrons, Markers and Sight Rails
CS-22-11 Vegetation
CS-23 Grassing & Turfing
CS-23-0 Grassing and Turfing
CS-23-1 Preparation for Sowing or Turfing
CS-23-2 Topsoil Spreading/Re-spreading
CS-23-3 Fertiliser
CS-23-4 Sowing2
CS-23-5 Establishment of Sown Areas
CS-23-6 Weeds
CS-23-7 Defects Liability Period
CS-24 Vegetation Planting & Gardens
CS-24-0 Vegetation Planting and Gardens
CS-24-1 Soil and Fertility
CS-24-2 Mulch
CS-24-3 Juvenile Tree Planting
CS-24-4 Pruning
CS-25 Reinstatement
CS-25-0 Reinstatement
CS-25-1 Removed Items
Inspection & Testing Requirements
IT-1 General Provision
IT-1-1 General
IT-1-2 Minimum Requirements
IT-1-3 Applying for Inspections
IT-1-4 Asset Inspection/Testing Requirements
IT-1-5 Random Inspections
IT-1-6 Final Inspection
IT-1-7 Liability
IT-1 Appendix A - Inspection and Testing Summary
IT-1 Appendix A-1 Inspection and Testing Summary
IT-1 Appendix B-Company Requirements
IT-1 Appendix B-1 Minimum Requirements
IT-1 Appendix C - Closed Circuit Television Inspections
IT-1 Appendix C-1 General
IT-1 Appendix C-2 Engaging a CCTV Provider
IT-1 Appendix C-3 Responsibilities of all Parties
IT-1 Appendix C-4 Cleaning
IT-1 Appendix C-5 Water Flow in Pipe
IT-1 Appendix C-6 Defect Codes
IT-1 Appendix C-7 Failure Triggers
IT-1 Appendix C-8 Failures
IT-1 Appendix C-9 Major Defects Requiring Immediate Attention
IT-1 Appendix C-10 Deliverables
IT-2 Streetscape
IT-2-1 Inspection
IT-2-2 Testing
IT-3 Reserves
IT-3-1 Inspection
IT-3-2 Testing
IT-4 Transportation Network
IT-4-1 Inspection
IT-4-2 Testing
IT-4 Appendix-Company Requirements for Pavement Testing
IT-4-Appendix A-1 General
IS4-1 Inspection Sheet Vehicle Crossing
IS4-2 Inspection Sheet Pre-Seal
IT-5 Stormwater
IT-5-1 Inspection
IT-5-2 Testing
IS5-1 Inspection Sheet Stormwater Manhole and Pipe
1S5-2 Inspection Sheet Sump
IT-6 Wastewater
IT-6-1 Inspection
IT-6-2 Testing
IS6-1 Wastewater Manhole and Pipeline
TS6-1 Wastewater Low Pressure Air Test
TS6-2 Wastewater High Pressure Air Test
TS6-3 Wastewater Rising Main Pressure Test
TS6-4 Manhole Infiltration Test
IT-7 Water Supply
IT-7-1 Inspection
IT-7-2 Testing
IS7-1 Inspection Sheet-Hydrant
IS7-2 Inspection Sheet - Valve
IS7-3 Inspection Sheet - Water Connection
TS7-2 Disinfection Mixture
IT-8 Public Lighting
IT-8-1 Inspection
IT-8-2 Testing
IT-9 Network Utilities
IT-9-1 Inspection
IT-9-2 Testing
Infrastructure Development Code
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Standard Drawings
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T700 Water Supply
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T739 >50mm Combination Meter Installation with RPZ & Bypass Option
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General
GEN-1 Introduction
GEN-1-1 Philosophy
GEN-1-2 Scope/Applicability
GEN-1-3 IDC Layout
GEN-1-4 IDC Availability
GEN-1-5 Statutory Requirements
GEN-1-6 Relationship Between the IDC and RMA
GEN-1-7 Relationship Between the IDC and Building
GEN-1-8 Implementation of the IDC
GEN-1-9 Standards
GEN-1-10 Other Authorities
GEN-2 Strategic Alignment
GEN-2-1 General
GEN-2-2 Smartgrowth Strategy and Implementation Plan
GEN-2-3 Smartgrowth's Impact on the IDC
GEN-3 Level of Service
GEN-3-1 General
GEN-3-2 Context-Local Government Act 2002
GEN-3-3 How Councils Set Levels of Service
GEN-3-4 Maximums & Minimums
GEN-3-5 Geographical Differences in Levels of Service
GEN-3-6 Zoning and Land Use Differences in Levels
GEN-3-7 WBOPDC Level of Service
GEN-3-8 How to Change Levels of Service
GEN-3_9 Levels of Service and the IDC
GEN-4 Definitions
GEN-4-1 General
GEN-4-2 Abbreviations
GEN-4_3 Definitions
GEN-5 Document Control & Management
GEN-5-1 General
GEN-5-2 Amendment Processes
GEN-5-3 Advisory Panel
GEN-5-4 Adoption and Delegations
GEN-5-5 Notification
GEN-5-6 Table of Amendments
GEN-5-7 Publication
GEN-6 IDC Departures
GEN-6-1 What is an IDC Departure?
GEN-6-2 Why do we have an application process for IDC Departures?
GEN-6-3 When can an application be made?
GEN-6-4 How does the process work?
GEN-6-5 Other considerations
Infrastructure Development Processes
ID-1 Infrastructure Development Processes
ID-1-1 General
ID-1-2 Development Works associated with a Resource Consent
ID-1-3 Other Works not associated with a Resource Consent
ID-1 - Appendix A Process Maps
PD-1 Lifecycle of an Asset Process Map
PD-2 Resource Consent Application Process Map
PD-3 Development Works Approval Process
PD-4 Amendment to DWA Approval
PD-5 Amendment to Approved Development Works Appli
PD-6 s223 Application Process Map
PD-7 s224(c) Application Process Map
PD-8 Approved Materials Process Map
Quality Assurance Information Requirements
QA-1 Resource Consent Application Requirements
QA-1-1 General
QA-1-2 Development Works
QA-1-3 Development Evaluation Report
QA-1-4 Minimum Information Requirements
QA-1-5 Compilation of the Report
QA-1-6 Drawing Information
QA-1-7 Supporting Documents
QA-1-8 Delivery Media - Digital Data
QA-1-9 Titling Convention
QA-1-10 Peer Review
QA-1 Appendix A Peer Review Requirements
AC-1 Application Checklist Development Evaluation
G1 Producer Statement Suitability of Land for Subdivision
QA-2 Works Undertaken By or For a Council
QA-2-1 General
QA-2-2 Use of the IDC
QA-2-3 Exceptions to the IDC Technical Information
QA-3 Development Works Approval
QA-3-1 General
QA-3-2 Level of Supervision of Construction for Development Works
QA-3-3 Existing Infrastructure
QA-3-4 Compilation of the Development Works Approval
QA-3-5 Pre Application Meeting
QA-3-6 Minimum Information Requirements
QA-3-7 Development Drawing Parameters
QA-3-8 Incorrect Information Provided and/or Additional Information Required
QA-3-9 Approval
QA-3-10 Liability
QA-3-11 Amendments to Approved Development Works Approvals
QA-3-12 Processing Timeframe
QA-3-13 Liability
QA-3-14 Amendments to Approved Development Works A
QA-3-15 Processing Timeframe
QA-3 Appendix A Type 2 Development Work Approval Report
CM-1a Construction Monitoring Services
CM-1b Construction Monitoring Services
CM-1c Construction Monitoring Services
CM-1d Construction Monitoring Services
QA-4 Survey Plan (s223) Approval
QA-4-1 General
QA-5 Final Sign Off (s224c) Application Requirements
QA-5-1 General
QA-5-2 Minimum Information Requirements
QA-5-3 Consent Compliance
QA-5-4 Development Completion Report
QA-5-5 As Built Information
QA-5-6 Supporting Documents
QA-5-7 Peer Review
QA-5-8 Delivery Media Digital Media
QA-5-9 Titling Convention
DCR-0-1 Type 1 Development Completion Report Template
DCR-0-2 Type 2 Development Completion Report Template
G2 Producer Statement Suitability of Land for Buil
G3 Summary of Geotechnical Data for Individual Lot
G4 Geotechnical Checklist Geotechnical Reporting
AC-2 DWA and As-Built Submission
AC-3 Type 1 ACR Application Checklist
AC-3-1 DWA and As-Built Submission Reserves
AC-3-2 DWA and As-Built Submission Transportation/Streetscape
AC-3-3 DWA and As-Built Submission Stormwater
AC-3-4 DWA and As-Built Submission Wastewater
AC-3-5 DWA and As-Built Submission Water Supply
AC-3-6 DWA and As-Built Submission Natural Hazards
C2 Streetscape Construction Certification
C3 Reserves Construction Certification
C4 Transportation Construction Certification
C5 Stormwater Construction Certification
C6 Wastewater Construction Certification
C7 Water Supply Construction Certification
C9 Network Utilities Construction Certification
C10 Producer Statement Completed Construction Work
AC-4 Type 2 ACR Application Checklist
AC-5 Application Checklist s224 Application
AR-1 Infrastructure Asset Register
QA-6 As-Built Information
QA-6-1 General
QA-6-2 Minimum Requirements
QA-6-3 Provision of As-Builts
QA-6-4 As-Built Information Types
QA-6-5 As-Built Software Requirements
QA-6-6 Timing of As-Built Delivery
QA-6-7 Council's As-Built Process
QA-6-8 As-Built Information Accuracy
QA-6-9 Fees and Charges
QA-6-10 Project Information
QA-6-11 Coordinates and Levels
QA-6-12 Hardcopy (PDF) As-Built Plans
QA-6-13 Benchmarks
QA-6-14 Delivery Media for as-Built Plans and Supporting Information
QA-6-15 Tilting Convention
QA-7 Bonds and Maintenance Fee
QA-7-1 General
QA-7-2 Landscaping: Maintenance Works and Incomplete Works Bonds
QA-7-3 Other Bonds
QA-7-4 Bonded Works
QA-7-5 Release of Bond
QA-7-6 Non Performance
QA-7-7 Landscaping: Maintenance Works Handover Fee
QA-7 - Appendix A Landscaping: Maintenance Works B
QA-7 - Appendix B Landscaping: Incomplete Works Bond Value Calculation
QA-7 - Appendix C Landscaping: Maintenance Works Handover Fee Value Calculation
B1 Bond Form
B2 Bond Form-Schedule of Works
MF1 Maintenance Fee Form
MF2 Maintenance Fee Form-Schedule of Works
QA-8 Building Consent Considerations
Design Standards
DS-1 General Provisions
DS-1-1 General
DS-1-2 Minimum Requirements
DS-1-3 Alternative Design
DS-1-4 Culture and Heritage
DS-1-5 Health & Safety
DS-1-6 Pollution
DS-1-7 Waste Minimisation
DS-1-8 Ground Conditions
DS-1-9 Sustainable Development
DS-1-10 Development by Urban Design
DS-1-11 Core Design Principles
DS-1-12 Neighbourhood Context and Site Analysis
DS-1-13 Design with the Environment
DS-1-14 Managing Earthworks
DS-1-15 Movement and Access
DS-1-16 Open Spaces
DS-1-17 Streetscape
DS-1-18 Public Transport Network - Bus Routes
DS-1-19 Pedestrians and Cyclists
DS-1-20 Infrastructure Stormwater Management and Low Impact Design
DS-1-21 Putting it all Together
DS-1-22 Easements
DS-1-23 Tauranga Waterfront and CBD Specific Design
DS-1 Appendix A - Associated Standards
DS-2 Streetscape
DS-2-1 General
DS-2-2 Minimum Requirements
DS-2-3 Regional Council Requirements
DS-2-4 Design
DS-2-5 Topsoil and Grassing
DS-2-6 Street Gardens
DS-2-7 Street Trees
DS-2-8 Street Tree Location
DS-2-9 Species Selection
DS-2-10 Quality Control
DS-2-11 Open Space Furniture and Structures
DS-2-12 Irrigation
DS-2-13 Incomplete Works Bond
DS-2-Appendix A-Associated Standards
DS-3 Reserves
DS-3-1 General
DS-3-2 Minimum Requirements
DS-3-3 Regional Council Requirements
DS-3-4 Design
DS-3-5 Further Considerations
DS-3-Appendix A - Associated Standards
DS-4 Transportation Network
DS-4-1 General
DS-4-2 Minimum Requirements
DS-4-3 Regional Council Requirements
DS-4-4 Design
DS-4-5 Conveyance
DS-4-6 Marking and Signs
DS-4-7 Connection
DS-4-8 Berm Features
DS-4-9 Further Considerations
DS-4-Appendix A-Associated Standards
DS-4-Appendix B-Flexible Pavement Design Chart
DS-4-Appendix C-Street Naming and Sign Standards
DS-4-Appendix D-Safety Audits
DS-5 Stormwater
DS-5-1 General
DS-5-2 Minimum Requirements
DS-5-3 Regional Council Requirements
DS-5-4 Design
DS-5-5 Conveyance Primary and Secondary Systems
DS-5-6 Stormwater Treatment / Detention
DS-5-7 Stormwater Discharge
DS-5-8 Collection
DS-5-9 Further Considerations
DS-5-Appendix A Associated Standards
DS-5-Appendix B Design Rainfall Tables
DS-5 - Appendix C Rainfall Intensity Curves
DS-5 - Appendix D Rainfall Depth Information Sheet
DS-5 - Appendix E The Rational Method
DS-5 - Appendix F Disposal Of Stormwater By Ground
DS-5 - Appendix G Soakage Rate Worked Example
DS-6 Wastewater
DS-6-1 General
DS-6-2 Minimum Requirements
DS-6-3 Regional Council Requirements
DS-6-4 Design
DS-6-5 Conveyance Wastewater System
DS-6-6 Collection
DS-6-7 Further Considerations
DS-6-8 Wastewater Treatment Design
DS-6-9 Wastewater Pump Stations
DS-6-10 Private Pump Stations
DS-6-11 Receiving Reticulation
DS-6-12 Rising Mains
DS-6-13 Pump Station Layout
DS-6-14 Fittings and Materials
DS-6-15 Pump Station Services
DS-6 Appendix A Associated Standards
DS-7 Water Supply
DS-7-1 General
DS-7-2 Minimum Requirements
DS-7-3 Regional Council Requirements
DS-7-4 Non Council Supply
DS-7-5 Design
DS-7-6 Conveyance Reticulation Layout
DS-7-7 Key Operational Fittings
DS-7-8 Point of Supply
DS-7-9 Further Considerations
DS-7 Appendix A Associated Standards
DS-7 Appendix B Conceptual Hydraulic Operation of a Gravity Main
DS-8 Public Lighting
DS-8-1 General
DS-8-2 Minimum Requirements
DS-8-3 Regional-Council-Requirements
DS-8-4 Design
DS-8-5 Information Requirements
DS-8-6 Public Spaces
DS-8-7 Streetlighting
DS-8-8 Design Criteria
DS-8-9 Approved Materials
DS-8-10 Work Undertaken on Councils Network
DS-8-11 Installation
DS-8 - Appendix A Associated Standards
DS-8 - Appendix B Notable Differences between DS-8
DS-8 - Appendix C Lighting Design Submission Check
DS-8 - Appendix D Lighting Column Submission Check
DS-8 - Appendix E Lighting Column Evaluation Check
DS-8 Proposed examples for new Standard Drawings
DS-9 Network Utilities
DS-9-1 General
DS-9-2 Minimum Requirements
DS-9-3 Regional Council Requirements
DS-9-4 Design
DS-9-5 Further Considerations
DS-9-Appendix A - Associated Standards
DS-10 Natural Hazards & Earthworks
DS-10-1 General
DS-10-2 Landform Development
DS-10-3 Performance Criteria
DS-10-4 Landform Classification System
DS-10-5 Assessment Process
DS-10-6 Landform Professional Opinion
DS-10-7 Geo-Professional Accreditation System
DS-10-8 Earthworks
DS-10-9 Regional Council Requirements
DS-10-10 Design
DS-10-11 Boulder or Rock-Faced Slopes
DS-10-12 Infill (Secondary) Subdivision
DS-10-13 Companies for Soils and Earthworks Testing
DS-10-14 Data Sharing
DS-10 Appendix A Associated Standards
DS-10 Appendix B Landform Classification System
DS-10 Appendix C Geo Professional Accreditation System
DS-10 Appendix D Accredited Geo Professionals
DS-10 Appendix E Assessment and Reporting
DS-10 Appendix F Peer Review Requirements
DS-10 Appendix G Geotechnical Considerations for B
DS-10 Appendix H Geotechnical Requirements Summary
DS-10 Appendix I Liquefaction Hazard Map
DS-11 Road Zone/Road Reserve Occupancy
DS-11-1 General
DS-11-2 Minimum Requirements
DS-11-3 Regional Council Requirements
DS-11-4 Corridor Manager
DS-11-5 Utility Operator
DS-11-6 Responsibility for Suppliers, Agents and Contractors
DS-11-7 The Road Zone Occupancy Process
DS-11-8 Location of Utilities
DS-11-9 Design, Construction and Materials
DS-11-Appendix A - Associated Standards
DS-11-Appendix B - General Conditions
DS-11-Appendix C - Utility Operators
DS-11-Appendix D - Guide to Duct Colouring and Surface Marking
DS-12 Building Consent Considerations
Standard Drawings
SD-1 General Provisions
SD-1-1 General
SD-1-2 Use of the Standard Drawings
SD-1-3 Features of the Standard Drawings
SD-1-4 Perspective Drawings
SD-1-5 Central Business District Drawings
SD-1-6 Quality Assurance Drawings
SD-1 Appendix A Schedule of Drawings
Street design diagrams
T100 Perspective Drawings
T101-SA1 - Four Lanes/Solid Median/Positive Crossfall
T102-SA2 - Two Lanes/Solid Median/ Positive Crossfall
T103-SA3 - Four Lanes/Solid Median/Positive Crossfall
T104-SA4 - Two Lanes/Solid Median/Negative Crossfall
T105-SA5 - Two Lanes/Solid Median/Positive Crossfall
T106-SA6 - Two Lanes/Painted Median/Positive Crossfall
T107-CR1 - Four Lanes/Solid Median/Positive Crossfall
T108-CR2 - Two lanes/Solid Median/Negative Crossfall
T109-CR3 - Two Lanes/Solid Median/Positive Crossfall
T110-Perspective Drawing
T111-CR5 - Two Lanes/No Median/Positive Crossfall
T112-C11 - Two Lanes/No Median/Positive Crossfall
T113-C12 - Service Lane
T114-LR1 - Two Lanes/Parking/Positive Crossfall
T115-LR2 - Two Lanes/No Median/Positive Crossfall
T116-LR3 - Two Lanes/No Median/Positive Crossfall
T117-LR4 - One Lane/Parking
T118-LR5 - One Lane/Passing Lane
T119-Residential Service Lanes SL1 & SL2
T120-Rural Residential Road - RR1 - Type 1
T121-Rural Residential Road - RR2 - Type 2
T123-Pedestrian/Cycle Accessway
T124-Private Way Serving 1 - 4 Independent Dwelling Units
T125-Private Way Serving 5 - 12 Independent Dwelling Units
T126-Private Way Rural
T130-Tauriko Business Estate - Zone Interface
T131-Tauriko Business Estate - Visual Mitigation Buffer
T132-Tauriko Business Estate 5m Planted Buffer Strip
T133-Tauriko Business Estate Secondary Arterial Road
T134-Tauriko Business Estate Collector Road
T135-Tauriko Business Estate Green Connector
T140-Wairakei Secondary Arterial Road Zone
T200 Streetscape
T203-Tree location
T204-Tree Planting and Mulchable Area
T205-Tree Tie Configuration
T206-Street Trees - Paving
T207-Tree Pit - Carriageway
T211-Street Garden - Garden Edging
T215-Bollards - Timber
T216-Bollards - Timber Removeable
T220-Fencing Timber Post and Rail
T221-Fencing - Timber Urban Reserves
T225-Edge Profiles - Timber Edging
T226-Edge Profiles - Concrete Edging
T240-Rubbish Bin Centennial Type
T241-Rubbish Bin - St Louis Type
T242-Rubbish Bin - Vogue Type
T243-Rubbish Bin - Tilt Type
T244-Rubbish Bin - Edgewater Type
T245-Rubbish Bin - Scud Type
T300 Reserves
T303-Tree location
T304-Tree Planting and Mulchable Area
T305-Tree Tie Configuration
T311-Garden Edging
T315-Bollards Timber
T316-Bollards Timber Removable
T317-Bollards with Dune Rope
T320-Fencing Timber Post and Rail
T321-Fencing Urban Reserves
T322-Fencing Pipe and Mesh
T323-Fencing Pipe and Mesh Gate
T325-Edge Profiles - Timber Edging
T326-Edge Profiles - Concrete Edging
T330-Sand Ladder - Timber Plank
T331-Sand Ladder Timber Plank for Vehicle
T335-Table Timber Picnic Table
T340-Seat - Bench Seat
T350-Signs - Reserve Entrance Signs
T400 Transport Network
T400-Road Hierarchy
T405-Turning Areas
T406-Tee Intersection Details
T410-Swept Path Design - 90% Car
T411-Swept Path Design - Minimum Truck
T412-Swept Path Design - 90% Semi Trailer
T413-Swept Path Design - Maximum Legal 'B' Train
T414-Intersection Sight Distances
T415-Entranceway Sight Distances
T416-Entranceway Distance From Intersections
T420-Subsoil Drain For Kerbs
T421-Transport Network
T422-Kerb and Nib for Traffic Island
T423-Precast Traffic Islands
T424-Dished Channel
T425-Transport Network
T426-Alternative Sump (Special Approval Only)
T427-Drop Structure
T430-Carriageway Trench Reinstatement
T431-Urban Vehicle Crossing
T432-Vehicle Crossing Profiles
T433-Rural Vehicle Entrance
T434-Rural Privateway Passing Bay
T440-Berm Features - Pathway Kerb Crossing
T442-Berm Features - Cyclestands
T443-Culvert Marker
T450-Parking Dimensions
T500 Stormwater
T501-Manhole Standard
T502-Manhole - Shallow
T503-Manhole - Ladder and Steps
T504 Manhole - Precast 1050mmØ Lid
T505-Manhole - Entry Fixing
T506-Manhole - Standard and Raised Access Detail
T507-Manhole - Inclined Access Detail
T514-Manhole - Access Detail in Carriageway
T520-Rodding Eye - Shallow < 2.5m
T521-Rodding Eye - Deep > 2.5m
T523-Inlet and Outlet Structure
T524-Outlet Structure - Danger Sign
T525-Yard Sump
T530-Property Connection - Standard
T531-Property Connection - Depth > 2.5m
T532-Property Connection Within Property
T533-Property Connection Outside Property
T534-Entry to Stormwater Main/Manhole
T535-Kerb Connection
T536-Stormwater Downpipe Syphons (Residential Sites Only)
T537-Lateral Connection - Single Connection to Manhole
T538-Lateral Connection - Two or More Connections to Manhole
T539-Lateral Connection - Single Connection to Main
T540-Lateral Connection - Two Connections to Main
T541-Lateral Connection - Two Adjacent Connections to Main
T542-Lateral Connection - Rear Lot Connection
T543-Mains Connection - Saddle Connection
T550-Subsoil Drain
T551-Bedding and Backfill Details
T552-Anti-Scour Block and Trenchstop
T553-Close Proximity - Building Near Public Mains
T554-Close Proximity - Retaining Wall Restrictions
T600 Wastewater
T601-Manhole - Standard
T602-Manhole - Shallow
T603-Manhole - Ladder and Steps
T604-Manhole - Precast 1050mmØ Lid
T605-Manhole - Entry Fixing
T606-Manhole - Standard and Raised Access Detail
T607-Manhole - Inclined Access Detail
T608-Manhole - Internal Drop
T609-Manhole - External Drop
TT610-Manhole - PE Pipe Connections - Wall Adapter and Pre-Cast Manhole
T611-Manhole - PE Pipe Connections - Stub Flange and In-Situ Base
T612-Manhole - PE Pipe Connections - Electrofusion Coupler and In-Situ Base
T613 Manhole - PE Pipe Connections - Puddle Flange and Pre-Cast Manhole
T614-Manhole - Access Detail in Carriageway
T620-Rodding Eye - Shallow < 2.5m
T621-Rodding Eye - Deep > 2.5m
T630-Property Connection - Standard
T631-Property Connection - Depth > 2.5m
T632-Property Connection - Within Property
T633-Property Connection - Outside Property
T634-Property Connection - Entry to Wastewater Main/Manhole
T637-Lateral Connection - Single Connection to Manhole
T638-Lateral Connection - Two or More Connections to Manhole
T639-Lateral Connection - Single Connection to Main
T640-Lateral Connection - Two Connections to Main
T641-Lateral Connection - Two Adjacent Connections to Main
T642-Lateral Connection - Rear Lot Connection
T643-Mains Connection - Saddle Connection
T651-Bedding and Backfill Details
T652-Anti-Scour Block and Trenchstop
T653-Buildings Near Public Mains
T654-Close Proximity - Retaining Wall Restrictions
T660-Pump Station - Typical Site Layout
T661-Pump Station - Elevation Section
T662-Pump Station - Plan Section
T663-Pump Station - Pedestal Base Plate, Pedestal Mounting, Valve Chamber and Riser Connection
T664-Pump Station - Deflector Plate, Ladder and Plinth
T665-Pump Station - Valve Extension Spindle, Spindle Guide and Handwheel
T666-Pump Station - Cover Slab
T667-Pump Station - Frame
T668-Pump Station - Chamber Lid
T669-Pump Station - Chamber Lid Padlock and Handle
T670-Pump Station - Rising Main Entry to Receiving Manhole
T671-Pump Station - 25mm Water Service Connection
T672-Pump Station - Electrical - Standard 2 Pump Stn Without Soft Starters (1 of 2)
T673-Pump Station - Electrical - Standard 2 Pump Stn Without Soft Starters (2 of 2)
T674-Pump Station - Electrical - Standard 2 Pump Stn SMC - 3 Soft Starters (1 of 2)
T675-Pump Station - Electrical - Standard 2 Pump Stn SMC - 3 Soft Starters (2 of 2)
T676-Pump Station - Electrical - Standard 2 Pump Stn IMS2 Soft Starters (1 of 2)
T677-Pump Station - Electrical - Standard 2 Pump Stn IMS2 Soft Starters (2 of 2)
T678-Pump Station - Electrical - Standard 2 Pump Stn ISMC - 3 Soft Starters (1 of 3)
T679 Pump Station - Electrical - Standard 2 Pump Stn ISMC - 3 Soft Starters (2 of 3)
T680-Pump Station - Electrical - Standard 2 Pump Stn ISMC - 3 Soft Starters (3 of 3)
T681-Electrical - 2 Pump Stn Mincas SMC-3 Soft Starters (1 of 2)
T682-Electrical - 2 Pump Stn Mincas SMC-3 Soft Starters (2 of 2)
T683-Pump Station - Electrical Cabinet
T700 Water Supply
T700-Water Supply Pipe Hierarchy
T701-Water Supply - Looped and Linked Principal Mains
T705-Water Main - Location at Intersections
T706-Watermain - Location at Cul de Sac
T707-Water Main - Rider Main to Main Connection
T708-Water Main - Flushing Point
T709-Water Main - Branch Valves and Hydrant Combinations
T710-Water Main - Support for Asbestos Cement Main
T713-Hydrant Surround
T714-Hydrant Box
T715-Hydrant Surround Blocks
T716-Valve Surround
T717-Valve Box
T718-Valve Surround 75mm Concrete
T719-Valve Surround 100mm Concrete
T720 Valve Surround Heavy Duty Concrete
T721-Anchor block for Sluice Valves on Mains
T722-Anchor Block for Flanged Fittings on Mains
T723-Thrust Blocks
T724-Hydrant and Valve Marker Post
T727-Water Meter - Type 1 and 2 Point of Supply Location Installation
T728-Water Meter - Type 3 and 4 Point of Supply Location Installation
T729-Water Meter - Fire System Connection With Potable Supply Installation
T730-Standard 20mm Manifold Connection
T731-Standard 20mm Manifold Connections - Plan View
T732-Multiple 20mm Installations
T733-20mm Connection Requiring Double Check Valve
T734-20mm Connection Requiring RPZ Installation
T735-25mm, 40mm or 50mm Meter Installation With Double Check Valve
T736-<50mm Meter Installation with RPZ
T737-Property Connection - 50mm Combination Meter Installation with Double Check Valve
T738-Combination Meter Installation with RPZ
T739 >50mm Combination Meter Installation with RPZ & Bypass Option
T740-Property Connection - Secure Connection
T741-Manhole - Class A Loading
T742-Chamber - Class A Loading
T743-Manhole - Class B Loading
T744-Chamber - Class B Loading
T751-Bedding and Backfill Details
T753-Buildings Near Public Mains
T800 Public Lighting
T801-Public-Lighting
AB As-Built Drawings
AB-01 Relatvity of Datum Levels
AB-02 Benchmark in K & C
AB-03 Benchmark in Block
AB-04 Benchmark in Box
AB-100 Infill As-Built Plan
AB-200 Streetscape and Reserves As-Built Plan
AB-400 Transportation Network As-Built Plan
AB-500 Stormwater As-Built Plan
AB-600 Wastewater As-Built Plan
AB-700 Water As-Built Plan
AB-800 Earthworks As-Built Plan
Approved Materials
Construction Standards
CS-1 General
CS-1-0 General Provisions
CS-1-1 Minimum Requirements
CS-1-2 Notifiable Works
CS-1-3 Road Zone Occupancy
CS-1-4 Health & Safety
CS-1-5 Confined Spaces
CS-1-6 Public Protection
CS-1-7 Culture and Heritage
CS-1-8 Environmental or Property Damaged
CS-1-9 Pollution
CS-1-10 Existing Utility Services
CS-1-11 Protection of Trees or Other Features
CS-1-12 Dust Control
CS-1-13 Nuisance
CS-1-14 Emergency
CS-1-15 Alternative Construction Methods
CS-1-16 Setting Out
CS-1-17 Inspection and Testing
CS-1-18 As-Built Information
CS-2 Site Clearance
CS-2-0 Site Clearance
CS-2-1 Clearing and Removal of Vegetation and Rub
CS-2-2 Burning
CS-3 Earthworks
CS-3-0 Earthworks
CS-3-1 Supervision
CS-3-2 Earthworks Management Plan
CS-3-3 Drainage Control
CS-3-4 Erosion & Sediment Control
CS-3-5 Protection & Maintenance of Works
CS-3-6 Modification to Control Systems
CS-3-7 Tolerances
CS-3-8 Inspections and Approvals
CS-3-9 Haul Roads
CS-3-10 Temporary Stockpiles
CS-4 Excavation
CS-4-0 Excavation
CS-4-1 Stripping
CS-4-2 Removal of Topsoil
CS-4-3 Excavation Management
CS-4-4 Over Excavation
CS-4-5 Cut to Waste
CS-4-6 Cut to Fill
CS-4-7 Slips
CS-4-8 General Undercutting
CS-4-9 Protection of Subgrade
CS-4-10 Undercut for Shear Keys, Embankments and Fill Areas
CS-5 Excavation in Trench
CS-5-0 Excavation in Trench
CS-5-1 Over Excavation
CS-5-2 Trench Protection
CS-5-3 Groundwater
CS-6 Fill
CS-6-0 Fill
CS-6-1 Conditioning and Spreading of Fill
CS-6-2 Placement of Shear Key and Embankment Undercut Fill
CS-6-3 Compaction
CS-6-4 Compaction Trials
CS-6-5 Compaction Standards and Testing
CS-6-6 Shaping
CS-6-7 Topsoil Respreading
CS-7 Bedding & Backfill
CS-7-0 Bedding and Backfill
CS-7-1 Backfill Material
CS-7-2 Compaction
CS-8 Subsoil Drainage for Earthworks & Roads
CS-8-0 Subsoil Drainage for Earthworks and Roads
CS-9 Pipework
CS-9-0 Pipework
CS-9-1 Jointing
CS-9-2 Laterals and End Caps
CS-9-3 Service Connections
CS-9-4 Tolerances
CS-9-5 Identification and Marking of Pipelines
CS-9-6 Cleaning and Disinfection of Watermains
CS-9-7 Connection to an Existing Network
CS-10 Pipe Fittings
CS-10-0 Pipe Fittings
CS-10-1 Fire Hydrants
CS-10-2 Valves
CS-10-3 Anchor and Thrust Blocks
CS-11 Manholes & Rodding Eyes
CS-11-0 Manholes and Rodding Eyes
CS-11-1 Invert Levels
CS-11-2 Channels and Benching
CS-11-3 Flexible Joints
CS-11-4 Sealing of Manholes
CS-11-5 Completion of Manholes
CS-11-6 Drop Connection
CS-11-7 Access Steps
CS-11-8 Rodding Eyes
CS-12 Sumps
CS-12-0 Sumps
CS-13 Trenchless Technology
CS-13-0 Trenchless Technology
CS-13-1 Location of Existing Services
CS-13-2 Alignment
CS-13-3 Directional Drilling
CS-13-4 Pipe Thrusting
CS-13-5 Guided Boring/Auger Boring
CS-13-6 Pipe Bursting
CS-13-7 Pipe Splitting
CS-13-8 Tolerances
CS-13-9 Damage
CS-14 Road Ripping
CS-14-0 Road Ripping
CS-14-1 Ripping To Allow Placement of Additional B
CS-14-2 Use of Ripped Material
CS-14-3 Placing, Shaping and Compacting of Reused
CS-14-4 Asphalt Patch Surface
CS-15 Road Pavement Layers
CS-15-0 Road Pavement Layers
CS-15-1 Subgrade Layer
CS-15-2 Sub-Base Layer
CS-15-3 Basecourse Layer
CS-15-4 Cement Stabilisation of Pavement Layers
CS-16 Kerb & Channel
CS-16-0 Kerb and Channel
CS-16-1 Kerb and Channel Removal
CS-16-2 Saw Cutting
CS-16-3 Excavation to Pavement Depth
CS-16-4 Subgrade Preparation
CS-16-5 Kerb and Channel Foundation
CS-16-6 Kerb and Channel Placing
CS-16-7 Carriageway Reinstatement
CS-17 Concrete Work
CS-17-0 Concrete Work
CS-17-1 Formwork
CS-17-2 Concrete Mix and Proportion
CS-17-3 Placing Concrete
CS-17-4 Reinforcement
CS-17-5 Curing Of Concrete
CS-17-6 Machine Laid Kerb and Channel
CS-17-7 Finished Work
CS-17-8 Contraction/Expansion Joints
CS-17-9 Backfilling Against Concrete Work
CS-17-10 Surface Finish (Footpath and Vehicle Crossings Areas)
CS-18 Carriageway Surfacing
CS-18-0 Carriageway Surfacing
CS-18-1 Two Coat Seal (First Coat with Wet locking Coat)
CS-18-2 Two Coat Seal and Open Graded Porous Asphalt Overlay
CS-18-3 Single Coat Membrane Seal and Asphaltic Concrete
CS-18-4 Requirements after Chip Sealing
CS-18-5 Removal of Surplus Chip
CS-18-6 Protection and Repairs of the Seal Coat
CS-19 Roadmarking
CS-19-0 Roadmarking
CS-20 Berm Features
CS-20-0 Berm Features
CS-20-1 Alignments, Line and Levels
CS-20-2 Break-out, Removal and Disposal of Existing Berm Features
CS-20-3 Excavation to Footpath Depth
CS-20-4 Subgrade Preparation
CS-20-5 Pavement-Course for Berm Features
CS-20-6 Concrete Footpaths and Vehicle Crossings
CS-20-7 Contraction/Expansion Joints
CS-20-8 Asphalt Surfacing
CS-20-9 Asphalt Overlay
CS-20-10 Block Paving
CS-20-11 Edge Restraints
CS-20-12 Timber Edging for Seal, Asphalt, Paving, Concrete Work
CS-21 Street Structures
CS-21-0 Street Structures
CS-21-1 Road Signs
CS-21-2 Safety Barriers
CS-21-3 Bollards and Removable Bollards
CS-21-4 Pedestrian Barrier Rails and Handrails
CS-21-5 Cycle Barriers and Racks
CS-21-6 Public Lighting
CS-22 Road Maintenance
CS-22-0 Road Maintenance
CS-22-1 Pot Holes
CS-22-2 Dig Outs
CS-22-3 Crack Sealing
CS-22-4 Surface Defects
CS-22-5 Edge Breaks
CS-22-6 Unsealed Shoulders
CS-22-7 Surface Detritus
CS-22-8 Edge Marker Posts
CS-22-9 Guardrails and Median Barriers
CS-22-10 Traffic Signs, Chevrons, Markers and Sight Rails
CS-22-11 Vegetation
CS-23 Grassing & Turfing
CS-23-0 Grassing and Turfing
CS-23-1 Preparation for Sowing or Turfing
CS-23-2 Topsoil Spreading/Re-spreading
CS-23-3 Fertiliser
CS-23-4 Sowing2
CS-23-5 Establishment of Sown Areas
CS-23-6 Weeds
CS-23-7 Defects Liability Period
CS-24 Vegetation Planting & Gardens
CS-24-0 Vegetation Planting and Gardens
CS-24-1 Soil and Fertility
CS-24-2 Mulch
CS-24-3 Juvenile Tree Planting
CS-24-4 Pruning
CS-25 Reinstatement
CS-25-0 Reinstatement
CS-25-1 Removed Items
Inspection & Testing Requirements
IT-1 General Provision
IT-1-1 General
IT-1-2 Minimum Requirements
IT-1-3 Applying for Inspections
IT-1-4 Asset Inspection/Testing Requirements
IT-1-5 Random Inspections
IT-1-6 Final Inspection
IT-1-7 Liability
IT-1 Appendix A - Inspection and Testing Summary
IT-1 Appendix B-Company Requirements
IT-1 Appendix C - Closed Circuit Television Inspections
IT-2 Streetscape
IT-2-1 Inspection
IT-2-2 Testing
IT-3 Reserves
IT-3-1 Inspection
IT-3-2 Testing
IT-4 Transportation Network
IT-4-1 Inspection
IT-4-2 Testing
IT-4 Appendix-Company Requirements for Pavement Testing
IS4-1 Inspection Sheet Vehicle Crossing
IS4-2 Inspection Sheet Pre-Seal
IT-5 Stormwater
IT-5-1 Inspection
IT-5-2 Testing
IS5-1 Inspection Sheet Stormwater Manhole and Pipe
1S5-2 Inspection Sheet Sump
IT-6 Wastewater
IT-6-1 Inspection
IT-6-2 Testing
IS6-1 Wastewater Manhole and Pipeline
TS6-1 Wastewater Low Pressure Air Test
TS6-2 Wastewater High Pressure Air Test
TS6-3 Wastewater Rising Main Pressure Test
TS6-4 Manhole Infiltration Test
IT-7 Water Supply
IT-7-1 Inspection
IT-7-2 Testing
IS7-1 Inspection Sheet-Hydrant
IS7-2 Inspection Sheet - Valve
IS7-3 Inspection Sheet - Water Connection
TS7-2 Disinfection Mixture
IT-8 Public Lighting
IT-8-1 Inspection
IT-8-2 Testing
IT-9 Network Utilities
IT-9-1 Inspection
IT-9-2 Testing
T739 >50mm Combination Meter Installation with RPZ & Bypass Option
Tauranga City Council, Private Bag 12022, Tauranga, 3143, New Zealand |
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