The Code of Practice for City Infrastructure & Land
Development – Engineering Standards Manual is intended for
use by developers, contractors and consultants who are
involved in the design and installation of facilities and
services within Waitakere City.
The standards presented in this document are the minimum
required to obtain Council approval for a project and should
be read in conjunction with the
District Plan which
is the controlling document empowered by the Resource
Management Act 1991. The purpose of the District Plan is to
"promote the sustainable management of natural and physical
resources".
| Section |
|
Size of file |
| 1.0 |
General Provisions |
Size 308K |
| 1.1 |
Scope |
|
| 1.2 |
Statutory Requirements |
|
| 1.3 |
Other Authorities |
|
| 1.4 |
Developers Representative |
|
| 1.5 |
Methodology for Applications and Approvals |
|
| 1.6 |
Engineering Design Requirements |
|
| 1.7 |
Bonds |
|
| 1.8 |
Fees and Charges |
|
| 1.9 |
Sources of Information |
|
| 1.10 |
Construction Requirements |
|
| 1.11 |
Maintenance and Repairs |
|
| |
Figures |
|
| |
Figure 1.01 - Standard Symbols |
Size 120K |
| |
Figure 1.02 - Levelling Datum |
Size 117K |
| 2.0 |
Earthworks |
Size 165K |
| 2.1 |
Scope |
|
| 2.2 |
Performance Criteria |
|
| 2.3 |
Technical Responsibilities |
|
| 2.4 |
Investigations and Reporting |
|
| 2.5 |
Settlement and Slope Stability Criteria |
|
| 2.6 |
Compaction Standards |
|
| 2.7 |
Earthworks Design Requirements |
|
| 2.8 |
Earthworks Construction Requirements |
|
| 2.9 |
Earthworks Completion Requirements |
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| 2.10 |
Maintenance and Repairs |
|
| 3.0 |
Transportation |
Size 623K |
| 3.1 |
Scope |
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| 3.2 |
Performance Criteria |
|
| 3.3 |
Design Requirements |
|
| 3.3.1 |
Layout |
|
| 3.3.2 |
Pavement Design |
|
| 3.3.3 |
Kerb & Channels |
|
| 3.3.4 |
Surface Water Channels |
|
| 3.3.5 |
Catchpits |
|
| 3.3.6 |
Subgrade Drainage |
|
| 3.3.7 |
Footpaths |
|
| 3.3.8 |
Vehicle Crossings |
|
| 3.3.9 |
Pram Crossings |
|
| 3.3.10 |
Berms |
|
| 3.3.11 |
Shared Driveways (Private Bays) |
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| 3.3.12 |
Pedestrian Accessways |
|
| 3.3.13 |
Street Landscaping |
|
| 3.3.14 |
Street Lighting |
|
| 3.3.15 |
Slow Roads |
|
| 3.3.16 |
Road Opening Notice |
|
| 3.3.17 |
Retaining Walls |
|
| 3.3.18 |
Road Markings & Signs |
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| 3.4 |
Standard Details |
|
| |
Standard 3.01 - Typical Cross Section |
Size 90K |
| |
Standard 3.02 - Typical Berms |
Size 139K |
| |
Standard 3.03 - Typical Cul-de-Sac Layouts |
Size 100K |
| |
Standard 3.04 - Kerbs and Channel |
Size 133K |
| |
Standard 3.05 - Subgrade Drainage |
Size 92K |
| |
Standard 3.06 - Catchpit Detail |
Size K |
| |
Standard 3.06.01 - Super Catchpit Plan & Sections |
Size 125K |
| |
Standard 3.06.02 - Super Catchment General
Arrangement Isometric |
Size 119K |
| |
Standard 3.06.03 - Super Catchment Splay Single and
Double |
Size 90K |
| |
Standard 3.06.04 - Hynds Stormwater Superpits |
Size 102K |
| |
Standard 3.07 - Urban Private Way Details |
Size 125K |
| |
Standard 3.08 - Rural Private Way Details |
Size 96K |
| |
Standard 3.09 - Pram Crossing |
Size 95K |
| |
Standard 3.10 - Residential Vehicle Crossing
(Kerbed Roads) |
Size 128K |
| |
Standard 3.11 - Heavy Commercial Vehicle Crossing |
Size 127K |
| |
Standard 3.12 - Residential Vehicle Crossing (Unkerbed
Roads) |
Size 127K |
| |
Standard 3.13 - Light Commercial Vehicle Crossing |
Size 134K |
| |
Standard 3.14 - High Volume Speed Vehicle Crossing |
Size 119K |
| |
Standard 3.15 - Maximum Vehicle Crossing Profile |
Size 120K |
| |
Standard 3.16 - Driveway Drainage and Kerb Outlet |
Size 112K |
| |
Standard 3.17 - Pedestrian Accessway Layout |
Size 102K |
| |
Standard 3.18 - Pedestrian Accessways Fencing and
Barrier Details |
Size 110K |
| |
Standard 3.19 - Modified Watts Profile Speed Hump
Speed Controls |
Size 115K |
| |
Standard 3.20 - Angled Slow Points: Design
Principles |
Size 180K |
| |
Standard 3.21 - Typical Layouts for Speed Control
Devices |
Size 86K |
| |
Standard 3.22 - Traffic Signs 62mm Socket |
Size 104K |
| |
Standard 3.23 - Traffic Signs 60mm Dia. Post Details |
Size 86K |
| |
Standard 3.24 - Standard 3.24 - Traffic Sign 100x100
Post Details |
Size 91K |
| |
Standard 3.25 - Traffic Sign Box Socket to 62mm
Socket Conversion |
Size 91K |
| |
Standard 3.26 - Street Name Sign 76mm Post & Socket
Detail |
Size 84K |
| |
Standard 3.27 - 76mm Socket Detail |
Size 79K |
| |
Standard 3.30 - Pedestrian Refuge Island |
Size 117K |
| |
Standard 3.31 - Recessed Parking Bay |
Size 98K |
| |
Standard 3.32 - Low Speed Impact Vehicle
Barrier/Fence Detail |
Size 120K |
| |
Standard 3.33 - Kerbs and Channel Mountable Aprons |
Size 112K |
| |
Standard 3.34 - Pedestrian Refuge/Bridge Fence
Safety Panels |
Size 139K |
| |
Appendix A: Specification for the excavation and
reinstatement of trenches |
Size 105K |
| |
Appendix B: Parking and driveway guideline |
Size 1089K |
| |
Figures |
|
| |
Figure 3.01 - Classification of Roads |
Size 110K |
| |
Figure 3.02 - Vertical Curve Design Charts |
Size 114K |
| |
Figure 3.03 - Pavement Design Chart (CBR Method) |
Size 101K |
| |
Figure 3.04 - Pavement Design Chart (Deflection
Method) |
Size 93K |
| |
Figure 3.05 - Stabilised Subgrade Zone Design Chart |
Size 123K |
| |
Figure 3.06 - CBR vs Scala Correlation |
Size 77K |
| |
Figure 3.07 - A.P 40 - Basecourse TNZ M/4 1995 |
Size 83K |
| |
Figure 3.08 - A.P 40 - Basecourse |
Size 83K |
| |
Figure 3.09 - 65mm - Sub-Base Course |
Size 85K |
| |
Figure 3.10 - 100mm Sub-Base Course |
Size 85K |
| 4.0 |
Stormwater Drainage |
Size 844K |
| 4.1 |
Scope |
|
| 4.2 |
Performance Criteria |
|
| 4.3 |
Design Requirements |
|
| 4.3.1 |
Other Standards |
|
| 4.3.2 |
Hydrology |
|
| 4.3.3 |
Hydraulics |
|
| 4.3.4 |
Flood Protection |
|
| 4.3.5 |
Open Watercourses |
|
| 4.3.6 |
Secondary Flow Paths |
|
| 4.3.7 |
Discharge Permits |
|
| 4.3.8 |
Primary Piped Systems |
|
| 4.3.9 |
Materials |
|
| 4.3.10 |
Structural Strength, Bedding and Protection |
|
| 4.3.11 |
Manholes |
|
| 4.3.12 |
Branchlines |
|
| 4.3.13 |
Connections |
|
| 4.3.14 |
Inlet Structures |
|
| 4.3.15 |
Protective Grille |
|
| 4.3.16 |
Outlet Structures |
|
| 4.4 |
Construction Requirements |
|
| 4.5 |
Stormwater Detention and Treatment Ponds |
|
| 4.6 |
Stormwater Treatment Devices |
|
| |
Appendix A: Appropriate Native Plant Species |
Size 102K |
| |
Appendix B: Calculations and Maintenance
Standard Details |
Size 71K |
| |
Figures |
|
| |
Figure 4.01 - Rainfall Intensity Curves |
Size 90K |
| |
Figure 4.02 - Higher Intensity Rainfall Area |
Size 190K |
| |
Standard Details |
|
| |
Standard 4.01 - Pipe Bedding and Protection for PVC
& PE Pipes |
Size 119K |
| |
Standard 4.01a - Pipe Bedding and Protection
for Concrete Pipes |
Size 168K |
| |
Standard 4.02 - Anchor and Scour Blocks for Open Cut
Pipeline Installation |
Size 121K |
| |
Standard 4.03 - Stormwater Manhole |
Size 144K |
| |
Standard 4.04 - Stormwater Service Connections |
Size 104K |
| |
Standard 4.05 - Inlet/Outlet Structures |
Size 105K |
| |
Standard 4.06 - Large Manhole Guidelines |
Size 96K |
| |
Standard 4.07 - Manhole Landing Grate |
Size 88K |
| |
Standard 4.08 - Trench Reinstatement Details |
Size 154K |
| |
Standard 4.09 - Head Losses in Manhole |
Size 89K |
| |
Standard 4.13 - Stormwater Inspection Chamber |
Size 117K |
|
Standard 4.20 - Stormwater Pond Typical Cross
Section |
Size 82K |
|
Standard 4.21 - Park Sign Stormwater Safety Sign |
Size 154K |
|
Standard 4.22 - Stormwater Pond Safety Sign |
Size 107K |
|
Standard 4.23 - Ecowater Stormwater Pond Safety Sign |
Size 155K |
|
Standard 4.24 - Standard 4.24 - Stormwater
Pond Fence Details |
Size 164 |
|
Standard 4.25 - Planting Guidelines for Typical
Stormwater Pond |
Size 264K |
|
Standard 4.26 - Stormwater Pond Planting Zones
Typical Cross Section |
Size 190K |
| 5.0 |
Wastewater Drainage |
Size 281K |
| 5.1 |
Scope |
|
| 5.2 |
Performance Criteria |
|
| 5.3 |
Design Requirements |
|
| 5.3.1 |
Capacity |
|
| 5.3.2 |
Layout |
|
| 5.3.3 |
Materials |
|
| 5.3.4 |
Structural Strength, Bedding and Protection |
|
| 5.3.5 |
Manholes |
|
| 5.3.6 |
Branch Lines |
|
| 5.3.7 |
Connections |
|
| 5.4 |
Construction Requirements |
|
| 5.5 |
Pumping Stations and Rising Mains (General
Guidelines) |
|
| 5.6 |
Testing and Inspection |
|
| 5.7 |
Maintenance and Repairs |
|
| |
Standard Details |
|
| |
Standard 5.01 - Wastewater Manhole |
Size 141K |
| |
Standard 5.01a - Wastewater/Stormwater Manhole
'Channel Layout' |
Size 95K |
| |
Standard 5.02 - Manhole Invert Connectors |
Size 107K |
| |
Standard 5.03 - Lundon Junction |
Size 88K |
| |
Standard 5.04 - Wastewater Manhole Internal Drop |
Size 124K |
| |
Standard 5.05 - Sliding Joint for HDPE Pipes |
Size 130K |
| |
Standard 5.06 - Wastewater Pipe Bridge |
Size 107K |
| |
Standard 5.07 - Pumpstation Layout (Guideline
Only) |
Size 143K |
| |
Standard 5.08 - Standard 5.08 - Water Supply for
Wastewater Pump Station |
Size 141K |
| |
Standard 5.09 - Deep Manhole Depth Exceeding 4.5m |
Size 110K |
| |
Standard 5.10 - Deep Manhole Landing Details |
Size 86K |
| |
Standard 5.11 - Manhole Ladder |
Size 102K |
| |
Standard 5.12 - Step Rung for Standard Precast
Manhole |
Size 95K |
| |
Standard 5.13 - Wastewater Dry Chamber |
Size 118K |
| |
Standard 5.14 - Electrofusion Junction 160x110mm
Saddle with Under Part |
Size 125K |
| 6.0 |
Water Supply |
Size 341K |
| 6.1 |
Scope |
|
| 6.2 |
Performance Criteria |
|
| 6.3 |
Design Requirements |
|
| 6.3.1 |
Capacity |
|
| 6.3.2 |
Watermain Categories |
|
| 6.3.3 |
Layout |
|
| 6.3.4 |
Regulatory Requirements |
|
| 6.3.5 |
Watermains |
|
| 6.3.6 |
Specifications |
|
| 6.3.7 |
Bedding and Backfill |
|
| 6.3.8 |
Anchor Blocks |
|
| 6.3.9 |
Fittings |
|
| 6.3.10 |
Fire Hydrants |
|
| 6.3.11 |
Valves |
|
| 6.3.12 |
Service Connections |
|
| 6.4 |
Testing, Sterilisation and Inspection |
|
| 6.5 |
Approved Pipe, Valves and Fittings |
|
| 6.6 |
Connections of New Watermains |
|
| 6.7 |
As-Built Information |
|
| |
Standard Details |
|
| |
Standard 6.01 - Water Supply Layout |
Size 99K |
| |
Standard 6.02 - Watermain Trench, Bedding, Backfill
& Reinstatement |
Size 177K |
| |
Standard 6.03 - Principal Main to Rider Main
Connection |
Size 139K |
| |
Standard 6.04 - Fire Hydrant & Valve Details |
Size 201K |
| |
Standard 6.05 - Schedule of Anchor Blocks |
Size 116K |
| |
Standard 6.06 - Water Supply Connection Detail |
Size 114K |
| |
Standard 6.06.1 - Water Supply Metered Connections
Summary |
Size 115K |
| |
Standard 6.06.02 - Water Supply 15-25mm Connections
Details |
Size 95K |
| |
Standard 6.06.03 - Water Supply 50mm Connection
Detail |
Size 107K |
| |
Standard 6.06.4 - Water Supply 100mm & Larger
Connection Details |
Size 105K |
| |
Standard 6.06.5 - Water Supply Multiple Connection
Detail |
Size 123K |
| |
Standard 6.07 - Metering/Backflow Arrangement |
Size 133K |
| |
Standard 6.07.1 - Water Metering Layout (1) |
Size 105K |
| |
Standard 6.07.2 - Water Metering Layout (2) |
Size 97K |
| |
Standard 6.07.3 - Water Metering Layout (3)
Right-of-Way |
Size 98K |
| |
Standard 6.07.4 - Water Metering Layout (4) |
Size 101K |
| |
Standard 6.08 - Surrounds, Boxes and Markings |
Size 138K |
| |
Standard 6.09 - Denso Pipe Protection |
Size 235K |
| |
Standard 6.10 - Protective Coatings |
Size 126K |
| |
Standard 6.11 - Flushing Procedure |
Size 120K |
| |
Standard 6.12.1 - Water Supply Meter Box |
Size 96K |
| |
Standard 6.12.2 - Water Supply Timber Meter Box |
Size 93K |
| |
Standard 6.13 - Water Supply Rural Road Crossing |
Size 81K |
| |
Standard 6.20 - NZ Fire Service Fire Fighting Water
Supply C.O.P |
Size 325K |
| 7.0 |
Parks and Reserves |
Size 514K |
| 7.1 |
Scope |
|
| 7.2 |
Performance Criteria |
|
| 7.3 |
Design Requirements |
|
| 7.3.1 |
Layout and Location |
|
| 7.3.2 |
Earthworks |
|
| 7.3.3 |
Stormwater Drainage |
|
| 7.3.4 |
Sports Fields |
|
| 7.3.5 |
Carparks |
|
| 7.3.6 |
Playgrounds |
|
| 7.3.7 |
Paving and Concrete |
|
| 7.3.8 |
Furniture |
|
| 7.3.9 |
Fencing |
|
| 7.3.10 |
Planting/Landscaping and Revegetation |
|
| 7.3.11 |
Sports Courts |
|
| 7.3.12 |
Other Utilities |
|
| 7.3.13 |
Accessways |
|
| 7.3.14 |
Toilets/Buildings |
|
| |
Standard Details |
|
| |
Standard 7.01a - Slab Seat |
Size 139K |
| |
Standard 7.01b - Slab Seat with Back |
Size 141K |
| |
Standard 7.01 c - Seat Tubular |
Size 112K |
| |
Standard 7.01 d - Seat Timber Slats |
Size 130K |
| |
Standard 7.02 a - Picnic Table |
Size 136K |
| |
Standard 7.02 b - Slab Picnic Table |
Size 162K |
| |
Standard 7.03 a - Litterbin Galvanised Steel |
Size 129K |
| |
Standard 7.03 b - Litter Bin Stainless Steel |
Size 137K |
| |
Standard 7.04 a - Park Name Sign |
Size 194K |
| |
Standard 7.04 b - Park Information Sign |
Size 242K |
| |
Standard 7.04 c - Trees for Babies Sign |
Size 191K |
| |
Standard 7.04 d - Playing Fields Closed / Open Sign |
Size 150K |
| |
Standard 7.04 e - Walkways Track Sign |
Size 141K |
| |
Standard 7.04 f - Public Toilet Signs |
Size 198K |
| |
Standard 7.04 g - Accessway Signs |
Size 164K |
| |
Standard 7.04 h - Dog Exercise Area Sign Posts |
Size 120K |
| |
Standard 7.04 i - Waitakere City Logo and Text Sign
Standards |
Size 162K |
| |
Standard 7.05 a - Wooden Bollard and Chain Fence |
Size 124K |
| |
Standard 7.05 b - Steel Bollard Removable |
Size 108K |
| |
Standard 7.05 c - Steel Bollard Removable Detail A |
Size 91K |
| |
Standard 7.05 d - Post, Rail Fence & Entrance
Barrier Layout |
Size 105K |
| |
Standard 7.05 e - Seating Fence Typical Section |
Size 117K |
| |
Standard 7.05 f - Galvanised Pipe and Mesh Fence
900mm High |
Size 122K |
| |
Standard 7.05 g - Pipe & Mesh Fence Removable Panels |
Size 148K |
| |
Standard 7.05 h - 18 - 2.70 Metre High Mesh Fence |
Size 144K |
| |
Standard 7.05 i - Standard Mesh Fence |
Size 113K |
| |
Standard 7.05 j - 7 Wire Plain Fence |
Size 110K |
| |
Standard 7.08 a - Entry Gates |
Size 145K |
| |
Standard 7.09 a - Concrete Footpath Typical Details |
Size 132K |
| |
Standard 7.09 b - Concrete Nib |
Size 99K |
| |
Standard 7.09 c - Walkway Gravel Path Timber Edge |
Size 192K |
| |
Standard 7.09 d - Walkway Steps |
Size 112K |
| |
Standard 7.09 e - Walkway Typical Cut-off Drain
Crossing Point |
Size 79K |
| |
Standard 7.09 f - Walkway Vegetation Clearance
Envelope |
Size 141K |
| |
Standard 7.09 g - Walkway Planting Diagrams |
Size 76K |
| |
Standard 7.10 a - Field Drainage Network Perspective
View |
Size 95K |
| |
Standard 7.10 b - Sand Field Drainage Trench Details |
Size 112K |
| |
Standard 7.10 c - Field Drainage Trench Details |
Size 112K |
| |
Standard 7.10 d - Stormwater Cesspits Types A, B, C,
D & E Plan |
Size 96K |
| |
Standard 7.10 e - Walkway Drainage Outfall Type 1 |
Size 103K |
| |
Standard 7.10 f - Walkway Drainage Outfall Type 2 |
Size 100K |
| |
Standard 7.10 g - Subsoil Drain |
Size 104K |
| |
Standard 7.10 h - Sealed Pipe System |
Size 95K |
| |
Standard 7.10 i - Concrete Mowing Strip & Boundary
Channel Drain - Typical Section |
Size 112K |
| |
Standard 7.10 j - Dish Channels Types I-III Details |
Size 118K |
| |
Standard 7.11 a - Typical Footbridge (Universal
Beam) |
Size 140K |
| |
Standard 7.11 b - Typical Footbridge (Glulam Beam) |
Size 70K |
| |
Standard 7.11 c - Typical Boardwalk |
Size 130K |
| |
Standard 7.12 a - Retaining Wall Type I |
Size 120K |
| |
Standard 7.12 b - Retaining Wall Type II |
Size 128K |
| |
Standard 7.12 c - Retaining Wall Type III |
Size 128K |
| |
Standard 7.13 a - Swing Frame 2-Bay SHS Post |
Size 126K |
| |
Standard 7.13 b - Swing Foundation 2 Bay |
Size 97K |
| |
Standard 7.14 a - Timber Edging Playground Typical
Section |
Size 124K |
| |
Standard 7.14 b - Playground Timber Edging Joint
Details |
Size 91K |
| |
Standard 7.14 c - Playground Concrete Edge with
Cushionfall Under Surface |
Size 120K |
| |
Standard 7.14 d - Playground Concrete Edge with
Matta Surface |
Size 117K |
| |
Standard 7.15 a - Standard Half Basketball
Court |
Size 85K |
| |
Standard 7.15 b - Standard Basketball Stand &
Fittings |
Size 156K |
| |
Standard 7.15 c - Tennis Volley Wall |
Size 105K |
| |
Standard 7.15 d - Post Socket Types |
Size 118K |
| |
Standard 7.15 e - Goalpost Foundation Standard
Rugby/League |
Size 88K |
| |
Standard 7.16 a - Petanque Court |
Size 173K |
| |
Standard 7.17 a - Parks Lamp Post |
Size 116K |
| |
Standard 7.18 a - Outdoor Shower Detail |
Size 111K |
| |
Standard 7.18 b - Drinking Fountain |
Size 105K |
| |
Standard 7.19 a - Tree Planting Section Elevation |
Size 124K |
| |
Figures |
|
| |
Figure 7.01 - Street Tree & Parks Planting Zones |
Size 163K |
| 8.0 |
ICT |
Size 70K |
| 8.1 |
Scope |
|
| 8.2 |
Introduction |
|
| 8.3 |
Definitions and Interpretation |
|
| 8.4 |
Design Requirements |
|
| 8.5 |
Redundant/Obselete ICT Infrastructure |
|
| |
Standard Details |
|
| |
Standard 8.01 - STD Concrete I.C.T Chamber for
Footpath & Carriageway |
Size 101K |
| |
Standard 8.02 - STD Aluminium I.C.T Chamber
for Footpath & Carriageway |
Size 127K |
| |
Quality and Release Manual |
Size 498K |
| 1.0 |
Introduction |
|
| 2.0 |
Inspection Requirements & Schedule |
|
| 3.0 |
Quality Assurance Check List |
|
| 4.0 |
Release Documentation |
|
| 5.0 |
Forms |
|
| |
Administration Manual |
Size 73K |
| 1.0 |
Introduction |
|
| 2.0 |
Administration Procedures |
|
| 3.0 |
Complying with the Code |
|
| 4.0 |
Document Control |
|
| 5.0 |
Applications |
|