
Gold Coast Planning Scheme 2003 Policy 11 - Land Development Guidelines
Gold Coast Planning Scheme 2003 Policy 11 - Land Development Guidelines has been designed to provide the user with an easy-to-access reference document for development within the City of Gold Coast. The Guidelines, when used in conjunction with the Standard Specifications and Drawings for Water, Sewerage, Roadworks, Drainage, Beaches and Waterways and Open Space, will act as a valuable tool for all designers within the development industry.
More importantly however, these documents reduce the emphasis on detailed requirements and instead focus on the end product. By encapsulating and emphasising overall design goals and directions for the City, the document allows designers greater freedom to apply creative solutions to achieve these goals.
It is intended that the document will:
- provide clearer and simpler guidelines and standards
- improve the integration of infrastructure planning
- enable a more flexible approach by Council in processing and assessing applications
- facilitate creative expression and solutions to achieve quality development
- assist development consultants in processing applications consistent with Council strategies
- act as a guide to 'best practice' procedures and provide a reference list of issues which Council considers in processing applications
- be consistent with AMCORD; Queensland Street - Design Guidelines for Subdivisional Streetworks and Standards developed by other local authorities
- save both time and money for Industry and Council by addressing issues at the broad concept stage of projects before costly design begins
Amendment to Gold Coast Planning Scheme 2003 Policy 11 - Land Development Guidelines
An amendment to Gold Coast Planning Scheme 2003 Policy 11 - Land Development Guidelines (2005 Edition) was adopted by Council on 30 April 2013. The amendment has been developed in accordance with the requirements of the Sustainable Planning Act 2009 (SPA) and has effect on and from 3 June 2013.
How the Policy has changed
The following sections include minor amendments to correct minor errors and to ensure that the Land Development Guidelines reflect current standards and processes:
- Section 1 – Introduction
- Section 3 – Engineering Infrastructure – Design Requirements
- Section 4 – Water Reticulation – Design Requirements
- Section 5 – Sewerage Reticulation – Design Requirements
- Section 7 – Development Works within Private Property
- Section 8 – Engineering Drawings and Document Presentation
- Standard Specification 1 (SS1) – Specification for Construction of Sewerage Mains and Associated Works
Section 6 – Open Space Requirements has been amended to refine existing requirements for public open space development to provide more certainty and ensure delivery of public open space that is reflective of current best practice.
The following sections include changes to align the Land Development Guidelines with current standards and best practices:
- Section 9 – Construction Processes
- Section 10 – 'As Constructed' Requirements
- Section 11 – Bonding Requirements
Further information
Planning Scheme Policy 11 - Land Development Guidelines is available for viewing online and can be viewed electronically at Council’s Nerang and Bundall Administration Centres and Council libraries.
CD copies are available for purchase from Council’s Nerang and Bundall Administration Centres and the Coolangatta Branch Office or via the Planning Scheme Mail Order Form.
Guidelines
Volume 1
- Section 1: Introduction (
316kb)
- Section 2: General Planning Principles (
229kb)
- Section 3: Engineering Infrastructure – Design Requirements (
2.13mb)
- Section 4: Water Reticulation – Design Requirements (
961kb)
Volume 2
- Section 5: Sewerage Reticulation – Design Requirements (
457kb)
- Section 6: Open Space Requirements (
906kb)
- Section 7: Development Works within Private Property (
850kb)
- Section 8: Engineering Drawings & Document Presentation (
365kb)
- Section 9: Construction Procedures (
385kb)
- Section 10: 'As Constructed' Requirements (
322kb)
- Section 11: Bonding Requirements (
389kb)
- Section 12: Procedure for Plan of Survey and/or Document Approval (
146kb)
Volume 3
Water Sensitive Urban Design Guidelines
- Section 13: Master Table of Contents (
1.29mb)
- Section 13.0: Introduction - Water Sensitive Urban Design Guidelines (
547kb)
- Section 13.1: Stormwater Quality Management Guidelines (
704kb)
- Section 13.2: WSUD – Conceptual Design (
1.37mb)
- Section 13.3: Swales (Incorporating Buffer Strips) (
1.29mb)
- Section 13.4: Bioretention Swales (
990kb)
- Section 13.5: Sedimentation Basins (
1.28mb)
- Section 13.6: Bioretention Basins (
1.28mb)
- Section 13.7: Constructed Wetlands (
1.29mb)
- Section 13.8: Infiltration Measures (
990kb)
- Section 13.9: Sand Filters (
1.28mb)
- Section 13.10: Aquifer Storage and Recovery (
1.28mb)
- Section 13.11: Porous and Permeable Paving (
1.29mb)
- Section 13.12: Pretreatment (
990kb)
- Section 13.13: Plant Selection for WSUD Systems (
1.28mb)
Water Sensitive Urban Design Standard Drawings
- 05-02-000a: Water Sensitive Urban Design Drawing Schedule (
104kb)
- 05-02-007: Typical Cross Section Roads with WSUD (
226kb)
- 05-02-008: Roof Water Outlet to Swale (
227kb)
- 05-02-304: Vehicular Crossing for Swale Profile (
170kb)
- 05-02-608: Road Verge Swale Details (
443kb)
- 05-02-609: Road Verge Linear Bioretention Details (
667kb)
- 05-02-610: Bioretention Basin Typical Cross Section (
404kb)
- 05-02-611: Water Riser Outlet Structure (
223kb)
Standard Specifications and Drawings
Volume 4
Specification for Construction of Sewerage Mains and Associated Works
Standard Drawings for Sewerage
- 08-07-000: Sewerage Drawing Schedule (
343kb)
- 08-07-001: Sewerage Reticulation Typical Arrangement Details (
143kb)
- 08-07-101: Sewer and House Connection Trench and Bedding Details Type 1 to Type 4 (
173kb)
- 08-07-102: Sewer and House Connection Trench and Bedding Details within Existing Roads Type 5 to Type 7 (
212kb)
- 08-07-103: Drainage of Sewer Trenches and Diversion Drains (
155kb)
- 08-07-104: Sewerage Pressure Main Thrust Block Details (
174kb)
- 08-07-105: Major Sewerage Pressure Main Thrust Block Details (
149kb)
- 08-07-106: Sewerage House Connection Construction Details – Sheet 1 (
190kb)
- 08-07-107: Sewerage House Connection Construction Details – Sheet 2 (
187kb)
- 08-07-108: Circular Sewerage Manhole Drops and Benching Details (
210kb)
- 08-07-109: 1500 Diameter Manhole Details (
137kb)
- 08-07-110: Cast In-Situ and Precast Circular Sewerage Manholes Typical Construction Details – Sheet 1 (
184kb)
- 08-07-111: Cast In-Situ Circular Sewerage Manholes Typical Construction Details – Sheet 2 (
139kb)
- 08-07-112: Circular Sewerage Manhole Convertor Slab and Surround Details (
179kb)
- 08-07-113: Rectangular Sewerage Manhole – Type 'F' (
135kb)
- 08-07-114: Maintenance Structure Typical Arrangement Details (
241kb)
- 08-07-115: Reduced Infiltration Gravity Sewers Typical In-Line Bend and Rodding End Details (
159kb)
- 08-07-116: Reduced Infiltration Gravity Sewers Typical Maintenance Shaft Details (
229kb)
- 08-07-117: Detail of Sewerage Pressure Main Discharge to Gravity System (
113kb)
- 08-07-118: Overflow Details from Pump Well or Manhole (
151kb)
- 08-07-119: Overflow Screen (
116kb)
- 08-07-120: Iron Inspection Bends for Type 'X' Internal Drop Pipes in Sewerage Manholes (
151kb)
- 08-07-121: Sewerage Manhole Covers and Frames (
138kb)
- 08-07-122: Pressure Main Scour Valve Arrangement (
188kb)
- 08-07-123: Typical Gas Release Valve Arrangement for Sewerage Pressure Mains (
175kb)
- 08-07-124: Marking for Location of Pressure Main Valves and Other Fittings (
141kb)
- 08-07-125: Pumping and Lift Stations Typical Layout 2100 to 4000 Diameter (
206kb)
- 08-07-126: Reduced Pressure Zone Device Typical Layout (
125kb)
- 08-07-127: Light Duty Access Cover for Sewerage Lift Stations and Pump Stations (
194kb)
- 08-07-128: Typical Sewerage Pump Station 2100 Diameter and 2400 Diameter – Plan 1 of 3 – Pipework (
221kb)
- 08-07-129: Typical Sewerage Pump Station 2100 Diameter and 2400 Diameter – Plan 2 of 3 – Well Construction (
251kb)
- 08-07-130: Typical Sewerage Pump Station 2100 Diameter and 2400 Diameter – Plan 3 of 3 – Miscellaneous Details (
237kb)
- 08-07-131: Typical Sewerage Pump Station 3200 Diameter and 4000 Diameter – Sheet 1 of 3 (
158kb)
- 08-07-132: Typical Sewerage Pump Station 3200 Diameter and 4000 Diameter – Sheet 2 of 3 (
176kb)
- 08-07-133: Typical Sewerage Pump Station 3200 Diameter and 4000 Diameter – Sheet 3 of 3 (
228kb)
- 08-07-134: Sewerage Pump Station Diagramatic Layout (
129kb)
- 08-07-135: Sewerage Lift Station 1800 Diameter – Plan 1 of 3 – General Layout (
218kb)
- 08-07-136: Sewerage Lift Station 1800 Diameter – Plan 2 of 3 – Well Construction (
193kb)
- 08-07-137: Sewerage Lift Station 1800 Diameter – Plan 3 of 3 – Miscellaneous Details (
188kb)
- 08-07-138: Sewerage Lift Station Diagramatic Layout (
118kb)
- 08-07-139: Typical Additional Surcharge Storage Hole (
106kb)
- 08-07-140: Trunk MH Option DN1200 and Larger Sewers (
117kb)
- 08-07-141: Typical Tunnel Jacking Shaft (
165kb)
- 08-07-142: Tunnel Shaft Manhole Option (
192kb)
- 08-07-143: Trunk Sewer Knifegate Valve (
172kb)
- 08-07-144: Vacuum Collection Manhole and Valve Pit Typical Detail (
187kb)
Volume 5
Specification for Water Supply Mains and Associated Works
Standard Drawings for Water
- 08-06-000: Water Drawing Schedule (
274kb)
- 08-06-001: Traditional Water Reticulation Typical Arrangement Details (
150kb)
- 08-06-002: Dual Water Reticulation System Typical Arrangement Details (
175kb)
- 08-06-003: Dual Water Reticulation Industrial - Commercial Typical Arrangement Details (
128kb)
- 08-06-101: Water Pressure Main General Trench and Bedding Details (
171kb)
- 08-06-102: Water Pressure Main Trench and Bedding Details within Existing Roads (
193kb)
- 08-06-103: Dual Water Reticulation System Trench and Bedding Details (
174kb)
- 08-06-104: Drainage of Water Main Trenches and Diversion Drains (
116kb)
- 08-06-105: Reticulation Water Pressure Main Thrust Block Details (
196kb)
- 08-06-106: Major Water Pressure Main Thrust Block Details (
192kb)
- 08-06-107: Dual Water Reticulation System Common Trench Thrust Restraint (
226kb)
- 08-06-108: Traditional Potable Arrangement Typical Property Service Installation (
153kb)
- 08-06-109: Dual Water Reticulation System Typical Service Installation (
193kb)
- 08-06-110: Traditional Reticulation System Typical Water Pressure Main Service Details (
149kb)
- 08-06-111: Dual Water Reticulation System Typical Water Pressure Main Service Details (
186kb)
- 08-06-112: Reticulation System Sluice Valve Details (
139kb)
- 08-06-113: Dual Water Reticulation System Standard Details Electrofusion Fittings (
201kb)
- 08-06-114: Dual Water Reticulation System Cross Connections and Offtakes Typical Arrangement Details (
198kb)
- 08-06-115: Trunk System 375 Diameter to 1200 Diameter Section Sluice Valve (
178kb)
- 08-06-116: Major Water Pressure Main 525 Diameter to 1200 Diameter Section Butterfly Valve Pit (
239kb)
- 08-06-117: Scour Valve and Outlet Details (
140kb)
- 08-06-118: Major Water Pressure Main DN50, DN80 and DN100 Double Air Valve Installations (
173kb)
- 08-06-119: Major Water Pressure Main 25 Diameter Small Orifice Air Valve Installations (
149kb)
- 08-06-120: Typical 100 Pressure Reducing Valve Arrangement (
227kb)
- 08-06-121: Typical Arrangement Main Swabbing Chamber (
164kb)
- 08-06-122: Provision for Future Water Reticulation Extensions (
144kb)
- 08-06-123: Fire Hydrant Details (
167kb)
- 08-06-124: Valve and Hydrant Box Support and Surround Details (
124kb)
- 08-06-125: Fire Hydrant, Valve and Path Boxes (
130kb)
- 08-06-126: Marking for Location of Hydrants, Valves and Other Fittings (
149kb)
- 08-06-127: Pavement Marking for Locating Hydrants and Sluice Valves (
139kb)
- 08-06-128: Gibault Joints for PVC and Ductile Iron Pipes (
186kb)
- 08-06-129: Water Supply Pump Station – Plan 1 of 4 (
163kb)
- 08-06-130: Water Supply Pump Station – Plan 2 of 4 (
150kb)
- 08-06-131: Water Supply Pump Station – Plan 3 of 4 (
171kb)
- 08-06-132: Water Supply Pump Station – Plan 4 of 4 (
121kb)
Volume 6
Standard Specifications for Roadworks, Drainage, Beaches and Waterways & Open Space
- SS3 - Specification for Clearing and Grubbing for Infrastructure, Roadways and Designated Areas (
144kb)
- SS4 - Specification for Earthworks and Imported Topsoil (
229kb)
- SS5 - Specification for Stormwater Drainage Construction (
239kb)
- SS6 - Specification for Underground Public Utility Service Conduits (
199kb)
- SS7 - Specification for Unbound Pavements (
213kb)
- SS8 - Specification for Asphalt Surfacing (
210kb)
- SS9 - Specification for Spray Sealing (
152kb)
- SS16 - Specification for Foreshore Seawall and Dune Fencing Construction (
147kb)
Standard Drawings for Roadworks
General
Typical Sections
- 05-02-001: Typical Cross Sections – Residential Streets (
136kb)
- 05-02-002: Typical Cross Sections – Major Traffic Routes (
180kb)
- 05-02-003: Typical Cross Sections – Park Living/Rural Streets (
148kb)
- 05-02-004: Typical Cross Sections – Industrial/Commercial Streets (
126kb)
- 05-02-005: Verge Concrete Path and Allocation for Public Utilities (
215kb)
- 05-02-006: Roofwater Outlet Across Verge (
94kb)
Kerb Profiles and Subsoil Drainage
- 05-02-101: Kerb Profiles – Plan 1 of 2 (
167kb)
- 05-02-102: Kerb Profiles – Plan 2 of 2 (
107kb)
- 05-02-103: Sub-Surface Drainage (
135kb)
- 05-02-104: Mitre Drain Details (
112kb)
- 05-02-105: Kerb Numbering (
131kb)
Concrete Footpaths and Kerb Ramps
- 05-02-201: Concrete Footpaths – 1200mm wide (
210kb)
- 05-02-202: Kerb Ramp (
137kb)
- 05-02-203: Kerb Ramp – Adjacent to Gardens (
157kb)
- 05-02-204: Concrete Footpaths – Existing Built-Up Areas (
245kb)
- 05-02-205: Concrete Joints (
168kb)
Vehicular Crossings
- 05-02-301: Vehicular Crossing Industrial, Commercial and Multi Unit Residential (
210kb)
- 05-02-302: Vehicular Crossing Low Density Residential (
167kb)
- 05-02-303: Vehicular Crossing Low Density Residential Requirements (
116kb)
Bikeways
- 05-02-401: Concrete Footpaths and Bikepaths (Greater than 1200mm wide) (
196kb)
- 05-02-402: Bicycle Path Entrance – Deflection Rail (
118kb)
- 05-02-403: Bicycle Path Entrance – Holding Rail (
102kb)
Roadside Furniture
- 05-02-501: Street Name Signs and Road Sign Installation (
216kb)
- 05-02-502: Road Edge Guide Posts (
124kb)
- 05-02-503: Location of Bus Shelter on Verge (
151kb)
Miscellaneous Details
- 05-02-601: New Roads – Service Conduit Crossings (
160kb)
- 05-02-602: Restoration to Open Cut Trench to Existing Road (
101kb)
- 05-02-603: Joining to Existing Pavement Extension or Widening (
94kb)
- 05-02-604: Rural Access and Pipe Crossing for Table Drains (
170kb)
- 05-02-605: Ghost Median Island Using Delineator Bars and RRPMs (
116kb)
- 05-02-606: Edgeline Treatment at Intersection (
80kb)
- 05-02-607: Bridge Date Plate (
83kb)
Standard Drawings for Drainage
General
- 05-03-000: Drainage Drawing Schedule (
283kb)
Inlet Pits
- 05-03-001: Side Inlet Gully Cast In-Situ Details – Lip in Line (
185kb)
- 05-03-002: Side Inlet Gully Cast In-Situ Details – Kerb in Line (
186kb)
- 05-03-003: Precast Stormwater Inlet – Side Inlet Gully – Lip in Line Construction Details (
174kb)
- 05-03-004: Precast Concrete – Side Inlet Gully – Components (
144kb)
- 05-03-005: Anti-Ponding Gully – Roll Top Kerb – Lip in Line (
116kb)
- 05-03-006: Anti-Ponding Gully – Barrier Kerb – Kerb in Line (
115kb)
- 05-03-007: Median Gully – Cast In-Situ Details (
168kb)
- 05-03-008: Field Inlet and Inter-Allotment Drainage Pit (
141kb)
- 05-03-009: Field Inlet Pit – Dome Top Cover (
145kb)
Manholes
- 05-03-101: Stormwater Manholes – 1050 Diameter to 1500 Diameter (
168kb)
- 05-03-102: Stormwater Manholes – 1050 Diameter to 1500 Diameter Roof Slabs (
177kb)
- 05-03-103: Stormwater Manholes – 1500 Diameter Roof Slabs Extended 600 and 900 (
169kb)
- 05-03-104: Stormwater Manholes – 1200, 1500 and 1800 Square (
150kb)
Construction General
- 05-03-201: Excavation and Bedding of Concrete Stormwater Pipes (
168kb)
- 05-03-202: Concrete Headwall General Arrangement (
139kb)
- 05-03-203: Scour Protection Bulkhead (
101kb)
- 05-03-204: Stormwater Outlet Beach Profile – New Works (
149kb)
Rainfall Intensities
- 05-03-401: Design Rainfall Isopleths – 1 Hour Duration, 2 Year ARI (
867kb)
- 05-03-402: Design Rainfall Isopleths – 12 Hour Duration, 2 Year ARI (
883kb)
- 05-03-403: Design Rainfall Isopleths – 72 Hour Duration, 2 Year ARI (
886kb)
- 05-03-404: Design Rainfall Isopleths – 1 Hour Duration, 50 Year ARI (
869kb)
- 05-03-405: Design Rainfall Isopleths – 12 Hour Duration, 50 Year ARI (
830kb)
- 05-03-406: Design Rainfall Isopleths – 72 Hour Duration, 50 Year ARI (
821kb)
- 05-03-407: Skew Coefficients (
813kb)
- 05-03-408: Geographical Factor – F2 (
797kb)
- 05-03-409: Geographical Factor – F50 (
803kb)
Barrier Kerb
- 05-03-501: Hydraulic Capture Charts – Barrier Kerb and Channel Lip in Line, 2400 Lintel (
270kb)
- 05-03-502: Hydraulic Capture Charts – Barrier Kerb and Channel Lip in Line, 3600 Lintel (
289kb)
- 05-03-503: Hydraulic Capture Charts – Barrier Kerb and Channel Lip in Line, 4800 Lintel (
284kb)
- 05-03-504: Hydraulic Capture Charts – Barrier Kerb and Channel Sag, All Lintels (
105kb)
- 05-03-601: Hydraulic Capture Charts – Roll Top Kerb and Channel Lip in Line, 2400 Lintel (
242kb)
- 05-03-602: Hydraulic Capture Charts – Roll Top Kerb and Channel Lip in Line, 3600 Lintel (
242kb)
- 05-03-603: Hydraulic Capture Charts – Roll Top Kerb and Channel Lip in Line, 4800 Lintel (
242kb)
- 05-03-604: Hydraulic Capture Charts – Roll Top Kerb and Channel Sag, All Lintels (
99kb)
Standard Drawings for Beaches and Waterways
- 05-04-000: Beaches and Waterways Drawing Schedule (
85kb)
- 05-04-001: Foreshore Seawall Type 1 – Clay and Shale (
175kb)
- 05-04-002: Foreshore Seawall Type 2 – Geotextile (
195kb)
- 05-04-003: Dune Protection Fence (
108kb)
- 05-04-004: Waterway Development – Cross Section (
108kb)
- 05-04-005: Concrete Boat Ramp – Residential Use Only (
199kb)
Standard Drawings for Open Space Infrastructure
General
- 13-05-000(1): Open Space Infrastructure Drawing Schedule – Plan 1 of 2 (
320kb)
- 13-05-000(2): Open Space Infrastructure Drawing Schedule – Plan 2 of 2 (
268kb)
General Open Space Infrastructure
- 13-05-001: Dog Off Leash Areas – Rubbish/Dog Refuse Bin (
175kb)
- 13-05-002: Dog Off Leash Areas – Water Tap and Bubbler with Dog Bowl (
149kb)
- 13-05-003: Dog Off Leash Areas – Maintenance Tap (
115kb)
- 13-05-004: Dog Off Leash Areas – Layout (
344kb)
- 13-05-005: Dog Off Leash Areas – Fence Details (
135kb)
- 13-05-006: Dog Off Leash Areas – Gate Details (
153kb)
- 13-05-007: Drainage – Field Inlet Pit with Grate (
123kb)
- 13-05-008: Cricket Facilities – Pitch Plans and Sections (
123kb)
- 13-05-009: Cricket Facilities – Pitch Specification and Notes (
154kb)
- 13-05-010: Planting – Tree and Shrub (
172kb)
- 13-05-011: Planting – Bed Preparation (
117kb)
- 13-05-012: Bollard – Removable (
140kb)
- 13-05-013: Pedestrian Barrier Galvanised – Tubular Fencing (
104kb)
- 13-05-014: Chain Wire Fencing – 1.8m High (
108kb)
- 13-05-015: Low Profile Log Barrier Fencing – 0.5m High (
94kb)
- 13-05-016: Park Gate (
108kb)
- 13-05-017: Locking Device for Park Gate – Dual Locks (
99kb)
- 13-05-018: Double Stainless Steel BBQ (
128kb)
- 13-05-019: RPZ Device for Park Irrigation Systems – Installation Detail (
106kb)
Park Furniture
- 13-05-501: Urban Suite – Seat (
138kb)
- 13-05-502: Urban Suite – Bench (
173kb)
- 13-05-503: Urban Suite – Picnic Table (
161kb)
- 13-05-504: Urban Suite – Extended Bench (
168kb)
- 13-05-505: Urban Suite – Extended Picnic Table (
155kb)
- 13-05-506: Urban Suite – Picnic Setting (
137kb)
- 13-05-507: Urban Suite – Extended Picnic Setting (
137kb)
- 13-05-508: Urban Suite – Picnic Platform (
160kb)
- 13-05-509: Urban Suite – 80L Bin (
248kb)
- 13-05-510: Urban Suite – 240L Wheelie Bin Enclosure (
246kb)
- 13-05-511: Natural Suite – Seat (
173kb)
- 13-05-512: Natural Suite – Bench (
149kb)
- 13-05-513: Natural Suite – Picnic Table (
146kb)
- 13-05-514: Natural Suite – Extended Bench (
150kb)
- 13-05-515: Natural Suite – Extended Picnic Table (
150kb)
- 13-05-516: Natural Suite – Picnic Setting (
119kb)
- 13-05-517: Natural Suite – Extended Picnic Setting (
143kb)
- 13-05-518: Natural Suite – Picnic Platform (
159kb)
- 13-05-519: Natural Suite – 80L Bin (
204kb)
- 13-05-520: Waterside Suite – Seat (
173kb)
- 13-05-521: Waterside Suite – Bench (
147kb)
- 13-05-522: Waterside Suite – Picnic Table (
143kb)
- 13-05-523: Waterside Suite – Extended Bench (
147kb)
- 13-05-524: Waterside Suite – Extended Picnic Table (
148kb)
- 13-05-525: Waterside Suite – Picnic Setting (
122kb)
- 13-05-526: Waterside Suite – Extended Picnic Setting (
130kb)
- 13-05-527: Waterside Suite – Picnic Platform (
144kb)
- 13-05-528: Waterside Suite – 80L Bin (
219kb)
- 13-05-529: Waterside Suite – 240L Wheelie Bin Enclosure (
237kb)
- 13-05-530: Urban Suite – Timber Slat (
164kb)
- 13-05-531: Natural Suite – Timber Slat (
148kb)
- 13-05-532: Waterside Suite – Timber Slat (
145kb)
- 13-05-533: Spigot (
129kb)
- 13-05-534: Urban Suite – Seat Armrest (
127kb)
- 13-05-535: Urban Suite – Bench Armrest (
124kb)
- 13-05-536: Natural Suite – Seat and Bench Armrest (
122kb)
- 13-05-537: Waterside Suite – Seat and Bench Armrest (
125kb)
- 13-05-538: Approved Logo Plate (
118kb)
- 13-05-539: Generic Foundation Pad Details (
554kb)
Natural Areas Fencing
- 13-05-601: Star Picket and Wire Strand Fencing – Type 1 (Stock Fence) (
86kb)
- 13-05-602: Star Picket and Wire Strand Fencing – Type 2 (
97kb)
- 13-05-603: Strainer Post and Corner Post (
132kb)
- 13-05-604: Continuous Rail Barrier Fence – Type 1 (
123kb)
- 13-05-605: Type 1 – Gate (
86kb)
- 13-05-606: Standard Fence Panel (Two Rail) (
134kb)
- 13-05-607: Horse Step Through Panel – Type 1 (
115kb)
- 13-05-608: Horse Step Through Panel – Type 2 (
125kb)
- 13-05-609: Gate Lock Box (
96kb)
- 13-05-610: Squeeze Point – Type 1 (
113kb)
- 13-05-611: Pedestrian Access Control Devices (
160kb)
- 13-05-612: Pedestrian Barrier Galvanised Welded Mesh Fencing (
108kb)
- 13-05-613: Pedestrian Barrier Galvanised Welded Mesh Fence Gate (
98kb)
- 13-05-614: Pedestrian Barrier Galvanised Welded Pool Fencing (
89kb)
- 13-05-615: Pedestrian Barrier Galvanised Welded Pool Fence Gate (
97kb)
- 13-05-616: Bollards – Timber (
90kb)
- 13-05-617: Bollards – Metal (
81kb)
Natural Areas Recreation Trails
- 13-05-801: Class 1/2 – Asphalt (
214kb)
- 13-05-802: Class 1 – Earthen (
211kb)
- 13-05-803: Class 2 – Bike Track – One Way/ Two Way (
282kb)
- 13-05-804: Class 2 – Bike Track - General Notes (
106kb)
- 13-05-805: Class 2 – Multi-Use Trail – Cycle and Equestrian/ Pedestrian and Cycle (
260kb)
- 13-05-806: Class 2 – Multi-Use Trail – General Notes (
109kb)
- 13-05-807: Class 2 and Class 3 – Walking (
304kb)
- 13-05-808: Class 2 and 3 – Walking – General Notes (
109kb)
- 13-05-809: Class 2 and Class 3 – Earthen – Indicative Cut and Fill (
203kb)
- 13-05-810: Type 1 – Treads (
191kb)
- 13-05-811: Tread Footings (
158kb)
- 13-05-812: Tread Laying Sequence (
234kb)
- 13-05-813: Track Grading and Drainage (
558kb)
- 13-05-814: Class 1 – Bike Track – Two Way/ Dual Use As Footpath (
301kb)
- 13-05-815: Class 1 – Bike Track – General Notes (
108kb)
- 13-05-816: Class 1 – Concrete (
231kb)
- 13-05-817: Placement of Toe Stones To Maximise Water Shed From Track (
545kb)
- 13-05-818: Exit Point To Shed Water Behind Run Of Treads (
92kb)
- 13-05-819: Type 1 and Type 2 – Precast Stone Retaining Wall (
215kb)
- 13-05-820: Type 2 – Cast Stones Water Bar Construction and Edge Retention (
140kb)
Appendices, Forms and Drawing Disclaimer
- Appendices (
338kb)
- Summary of Contents (
299kb)
- Notice to Users (
275kb)
- Land Development Guidelines 2005 Edition Feedback Form (
70kb)
- Drawing Disclaimer (
72kb)