Design of Fencing/Walls

Document No:  D11#319186
 
Revision:  3D
 
Date amended:  04-Aug-2015

Image: orange line.RCN-D13^23151823.GIF 

The information below is intended to reflect the preferred practice of Main Roads Western Australia ("Main Roads"). Main Roads reserves the right to update this information at any time without notice. If you have any questions or comments please contact Francis Ho by e-mail or on (08) 9323 4249.

To the extent permitted by law, Main Roads, its employees, agents, authors and contributors are not liable for any loss resulting from any action taken or reliance made by you on the information herein displayed.

 

Revision Register

 
Ed/Version NumberClause NumberDescription of RevisionDate
 1 All Guideline Developed and Approved 19-Jun-2002
 2 All Guideline Revised and Approved  27-Jul-2005
 2A 2.1 Noise Barrier Types Reworded 28-Oct-2005
 2B 1.1.4, 1.1.10, 2.2 & 3 Replaced the reference to the Guide to Road Safety Barriers with the Guide to the Assessment of Roadside Hazards. Deleted the reference to the Guideline on Visual Screens in the Road Reserve MRWA (Draft). 04-May-2006
 2C 1.1.2, 1.1.3, & Table 1 Drawing 200331-110 amended. 31-Aug-2006
 2D Header Guideline Contact Amended. 01-Nov-2006
 2E 1.2 Operation Guideline No. 81 - "Fencing Road Reserves on Highways & Main Roads in Pastoral Areas" unlinked. 05- Apr-2007
 2F 1.2 Contact person added. 17- Apr-2007
 2G 1 & 1.1.8 Drawing 200331-106 amended. 25-Feb-2010
 2H 1.1.3 Department of Conservation and Land Management (CALM) changed to Department of Environment and Conservation (DEC). 18-Jun-2010
 2I 1.1.4 & 3 Reference to Safety Barriers updated. 08-Jun-2011
 3 All References to Austroads documents updated. Contact updated. 09-Dec-2011
 3A Header Telephone number of contact person updated. 25-Apr-2012
​ 3B​1.1.13​New clause added for fencing electrified rail reserves.​17-Aug-2012
 3C All Guideline Revised and Approved. 19-Nov-2014
​ 3D​1 & 1.1.8​Drawing 201431-0037 amended.​04-Aug-2015

Table of Content


1. FENCING

This document specifies current Main Roads practice in the design of fencing and walls within road reserves.

Fences along and within road reserves are generally used to control entry or crossing of the roadways by vehicles, pedestrians or animals.

The fence may also be a combination of noise and screen walls along the alignment. Other design requirements should be as per typical fence details shown on the Main Roads standard drawings.

 

 

 
 
Fence type
Fence Use
Drawing Numbers
1200
Chainwire Fence

This type of fence should generally be used for maintenance purpose or matching with existing fencing. 1400 Chainwire fence is the preferred fencing for Principal Shared Paths (PSP), Dual Use Paths (DUP) and Footpaths.  
200331-106 
- Gate and Strainer Assembly Details

200331-109
- Strainer and Post Details

1400
Chainwire Fence

 

​This type of fence is generally recommended to control pedestrian and cyclist access. For example this fence is normally used along Principal Shared Paths (PSP), Dual Use Paths (DUP) and Footpaths on the roadside of the path without affecting both the vista and visibility.  201431-0037
- Gate and Strainer Assembly Details
 
200331-109
- Strainer and Post Details
1800
Chainwire Fence


This type of fence is generally recommended along footpaths and shared used paths on the property boundary side of the path.  It is also often used along industrial properties and drainage basins with permanent water.
200331-107
- Assembly Details
200331-109
- Strainer and Post Details
2400
Chainwire Fence



This particular type is recommended where the risk of crossing is high and it is possible for pedestrians to jump over other fence types. (e.g. Along medians of high speed, high traffic volume roads adjacent to school entrances if pedestrian crossing is further away from the entrance).

200331-108 
- Assembly Detail

200331-109 
- Strainer and Post Details

1200
Agriculture Fence












Typical use of this type of fence is in rural areas to control entry of animals into the road reserve.











200331-096 
- Agricultural Fencing Detail

200331-097
- Prefabricated Fencing Details

200331-098
- Plain Fencewire Details

200331-099
- Pastoral Cattle Fence

200331-110
- Fauna Fencing Details
Fibre Cement Fence
 
 
 

 
This type of fence is generally used along property boundaries. Details of installation is shown on the following drawings:
 
 
 
 
8631-0075
- Fibre Cement Fence

8231-0367
- Fibre Cement Fencing with Post and Rail

 

 

Apart from the specific requirements shown on the typical drawings and in the above table the following general requirements also should be considered:
    • Posts are positioned on the road reserve side of fence.
    • Intermediate posts to be equally spaced.
    • All strainers shall be offset so the fence wires follow a straight line.
    • Horizontal railing is permitted only if the fence is located outside the clear zone. (This type of fence should be used with caution even outside of the clear zone.)
    • Requirement for fencing where PSP or DUP is located in the close proximity to steep batters should be as specified in Austroads Guide to Road Design Part 6A: Pedestrian and Cyclist Paths.
    • An offset of 1.0m (minimum 0.5m) should be provided if used along PSPs and DUPs as per Austroads Guide to Road Design Part 6A: Pedestrian and Cyclist Paths.

 

1.1 Fencing of Road Reserves

Fencing of urban road reserves should be considered on all freeways and controlled access highways, in order to control entry or crossing of the roadways.

Fencing requirements for other road categories shall be determined on an individual basis considering factors such as: safety risks, social aspects, aesthetics, cost and local circumstances.

 

1.1.1 Control of Access Highways and Freeways

All roads designated as "control of access" highways and freeways in urban areas should be fenced along the whole alignment to prevent access to the road reserve. Fences should be placed adjacent to, but on the road reserve side of the property line. The type of fence should be determined in accordance with local circumstances and shall be approved by Main Roads.

 

1.1.2 Fencing for Fauna Underpasses

Fauna underpasses are generally provided where a road obstructs fauna movements between large, well vegetated, areas that extend past the road reserve fence and where migration of critical fauna species is expected. Fences to control and guide fauna towards and out of the underpasses and prevent crossing at other locations shall be erected. A minimum 1200mm high galvanised chainwire mesh fence, with top and bottom selvages knuckled, or agricultural fence is recommended to guide the fauna species towards the underpass and prevent road deaths.

The construction details of animal underpasses and warrants for construction are presented in Guide to the Design of Fauna Underpasses.

Typical fence details are described in Section 1.1.3 and are shown on Main Roads drawing No's 200331-097, 200331-098 and 200331-110.

 

1.1.3 Wildlife Fences

 

Wildlife fences, to keep animals off the road, are usually considered on urban and rural roads to improve the safety of the traffic movements. If however the continuous fence may create undesirable effects on animal life appropriate underpasses should be considered in accordance with Guide to the Design of Stock Crossings and Stock Grids.

The wildlife fence must tie in to fauna underpass wing-walls, bridge abutments or ends of noise walls where applicable. Cost and effectiveness of fence should be always weighted against the alternative of erection of warning signs.

Wildlife fences must be designed in accordance with Drawing No 200331-110 -"Fauna Fencing Details". The location and type of fence required will be determined in accordance with the recommendations of the Environmental Management Plan for the particular project. The standard fencing should be modified for a particular type of fauna such as:
    • Kangaroo Fence - The fence shall be 1.8m high and buried into ground to at least 0.5m deep at an angle.
    • Rabbit Proof Fence - 50mm wire apertures are recommended and buried into ground to at least 0.35m.
    • Snake Proof Fence - Wire apertures to be determined in consultation with Department of Environment and Conservation (DEC).

 

Advice of the DEC must be obtained prior the design of wildlife fences.

1.1.4 Drainage Basin Fences

In built-up areas, where accessible, all drainage basins with batters steeper than 1 in 6 must be fenced. If a drainage basin with a permanent pool of water is accessible to pedestrians and the batter slopes exceeds 1 in 8, fencing should be provided. This type of fence should be fitted with a locked gate suitable for access of plant to give controlled access to the maintenance crew.

The type of fence to be used is site specific and depends on the level of protection required but should generally be 1200, 1400 or 1800 Chainwire fence. If a drainage basin is located outside road reserve on local government land then local government requirements should be met.

If however, a drainage basin is located within the clear zone and steep slopes are a hazard to motorists, a safety barrier should be considered. For details refer to Main Roads' MRWA Supplement to Austroads Guide to Road Design - Part 6

1.1.5 Work Construction Site Fences

Where any person is at risk because of construction work, suitable fencing shall be erected in accordance with Occupational Health and Welfare Regulations 1996.

If a Nuclear Density Meter (NDM) is to be used on a construction site and stored in a shed, it shall have a 2.05m high, galvanised chain-wire mesh fence with lockable gate, around the shed. The fence shall be in accordance with Specification 100 General Management Requirement, Section 103.06 and Annexure 103E - Drawing No 9034-2071.

Rubbish tips on work sites shall be surrounded by a 2.05m high chain-wire mesh fence as per Drawing No 9034-2071.

1.1.6 Protected Sites Fences

During construction all protected sites identified and nominated in the Environmental Management Plan, including rare flora and fauna habitats and heritage sites, in the vicinity of construction works shall be fenced to minimise the risk of site degradation during construction. The recommended fence type is 1200mm high Chainwire fence.

1.1.7 Fencing at Pedestrian Bridges and Underpasses

Fencing should be considered where an investigation indicated that pedestrians are crossing roads adjacent to a pedestrian bridge or underpass. A policy and guidelines on fencing at pedestrian bridges and underpasses is detailed in the document Fencing at Pedestrian Bridges and Underpasses.

The fencing type is site specific and should be in accordance with the drawings listed in Section 1.

1.1.8 Fencing of Bus Stations

Chainwire fence 1400 high (Drawing No 201431-0037) should be provided along full length of boundary with the main road for safety and pedestrian control. Exceptions should be guided by engineering judgement particularly in areas with natural barriers such as precipitous slopes or other natural barriers. The detailed design should be produced in consultation with relevant authority (e.g. PTA).

 

1.1.9 Fencing Adjacent to High Risk Areas

 
If persistent trespassing is expected at some high-risk locations such as school sites, a 2400 chainwire fence should be installed as per Drawing 200331-108 to discourage crossing. If sufficient clearance to the fence cannot be provided the fence should be frangible not to spear a vehicle.
 
Generally school sites are not fenced.  However, if the school site is located adjacent to a main road and a risk for collision is high, a 1400 chainwire fence is recommended.
 
For fencing requirements for pedestrian and cyclist facilities refer to Austroads Guide to Road Design Part 6A: Pedestrian and Cyclist Paths, Section 7.7.

 

1.1.10 Visual Screen Fencing (also refer to Screen Walls Section 2.2)

Fencing may be specified as a visual privacy screen as determined during a road works project.

 

1.1.11 Other Types of Fence

For specific projects where visual harmony with the background is essential or if minimal disruption of view to motorists is required, PVC coated fence, timber fence or a colour-bonding may be specified.

If a road alignment is located in the vicinity of a golf course a fence should be considered. The height and type of fence should be based on a quantitative risk assessment for the specific project, to reduce the risk of injury or damage to vehicles to a level acceptable to the community.

 

1.1.12 Fencing Adjacent to High Voltage Powerlines

 Sections of fence or metallic pipe constructed in parallel to high voltage distribution and transmission lines are potentially at risk of induction (transfer of voltage from one circuit to another without a direct connection).

The minimum offset of fencing running parallel to the high voltage power line depends on number of factors such as:

    • Horizontal distance to the fence line,
    • Vertical height of the fence,
    • Length of fence running parallel to the conductor/power line,
    • Post, strainer and fence material,
    • Conductor type and electrical parameters of the power line.

 

As a general guide for sections of fence up to 200m, a risk of induction is considered to be minimal. However, it is recommended to conduct a study of fault current levels for each specific case and to consult with Western Power's Environmental and Land Manager.
 
For sections greater than 200m in length where wooden posts are used, the following safety measures should be implemented:
    • Separate sections in smaller sections up to 200m and isolate each section from another,
    • A galvanised steel earth stake 1.8m long is required for each end and in the middle of each section fully driven into the ground and connected to the fence using galvanised wire and bolts to reduce the risk of corrosion.

1.1.13 Fencing Adjacent to Electrified Rail Reserves

 Sections of fencing constructed adjacent to an electrified rail reserve are potentially at risk of induction (transfer of voltage from one circuit to another without a direct connection) and require certain offsets from mast structures to prevent trespassers from intruding into the electrified area or gaining access to live equipment.

The Public Transport Authority (PTA) has separate specifications and standards for the design and installation of fencing adjacent to electrified rail reserves, which shall be met. These are;

  1. Document No. 8110-800-047 - Procedure for Boundary Fences in the Electrified Area; and
  2. Document No. 8880-400-001 - Specification for Fencing of the Urban Railway Reserve.

 

All proposed new fencing installations or replacements in the electrified area shall be subject to review and sign off by the Senior Overhead Engineer, Mr Steve Pang, at PTA on (08)9326 2047 or steve.pang@pta.wa.gov.au.

1.2 Fencing Road Reserves on Highways and Main Roads in Pastoral Areas

 In many pastoral areas it has been found more practical and economical to fence the road reserve instead of providing stock grids. In these situations, highway and main road reserves may be fenced, provided the pastoralist agrees to accept responsibility for the maintenance and future replacement of the fence. Where the cost of fencing exceeds the cost of providing grids, fencing may be carried out under a cost sharing arrangement between Main Roads and the pastoral leaseholder. Where the cost of fencing is less than the cost of providing grids, Main Roads will normally fund the full cost of fencing.

The advantages of fencing road reserves from adjoining pastoral leases are:

    • Improved safety for the road user by preventing livestock from wandering onto the carriageway.
    • Roadside vegetation is conserved as it is protected from grazing stock.
    • Indiscriminate use and/or trespass of adjoining pastoral land is discouraged.
    • The fenced road reserve provides defined access points to the adjoining lands.
      In some instances fencing may be warranted in agricultural areas as well if land is used for pasture.

 

For more information on funding arrangements refer to Operational Guideline No 81 - "Fencing Road Reserves On Highways & Main Roads In Pastoral Areas". A copy of this document may be obtained by contacting Murray Robinson the Manager Legal and Commercial Services on 9323 4562.

 

1.2.1 The Standard Fence

 The concept of a "standard fence" has been adopted for different pastoral areas of the State. The typical standard fences are shown on drawings 200331-101, 200331-102, 200331-103, 200331-097 and 200331-098.

The Regional Manager may approve a variation to the standard fence. For more details refer to Operational Guideline 81.

The installation of electric and solar devices for animal control as part of a fence, may be considered, providing the fence complies with the AS 3014-2003 - "Electrical installations - Electric fences" and Local Government by-laws and Western Power requirements.

 

1.2.2 Maintenance

Maintenance of the fence and future replacement of the fence shall be the responsibility of the lessee/pastoralist.

 

1.2.3 Water Severance Caused by Fencing

 Water Severance occurs, as described in Operational Guidelines No 81, where a single water point in the paddock is located on one side of the road and stock must cross the road to reach it. When the road reserve is fenced, stock on the opposite side of the road will no longer have access to the water point and alternative arrangements will need to be made. This could include piping across the road with a new trough, or the installation of a new water bore and the necessary equipment.

The Regional Manager will negotiate with the leaseholder and any contributions from Main Roads will depend upon a number of factors including:

    • Who initiated the proposal to fence the road reserve?
    • Distance of the water point from the road (greater distance warrants less contribution),
    • Traffic safety.

1.2.4 Fencing for Stock Underpasses

Where stock underpasses are proposed a fence to guide and control stock towards the underpasses, as described in 1.1.2 or similar, should be provided. The type of fence should be appropriate for the stock using the underpass. Refer to - Guide to the Design of Stock Crossings and Stock Grids.

 

2. WALLS AND BARRIERS

Generally walls and barriers shall be designed to withstand loads specified in AS 5100 - Bridge Design. A minimum 50 years design life is recommended for all structures or to match the design life of adjoining structural elements if more than a 50 year design life applies.

2.1 Noise Barriers

The need to incorporate traffic noise barriers in a road project will have been identified in a noise study, usually as part of a wider environmental impact assessment. A typical noise study report will indicate noise level objectives and any noise barriers required to achieve them, in terms of their location, extent and height. The design process and community consultation usually involve consideration of options and review to ensure a suitable final design.

A noise barrier may take the form of a bund (earth mound), a wall or solid fencing, or a combination of these. For design details on earth bunds refer to Chapter 4.5.4 - Main Roads Supplement to Austroads GRD Part 3: Geometric Design.

Acoustic Requirements:

    1. Minimum superficial mass of 10 kg/sq. m
    2. Free of cracks and gaps, at time of construction and after weathering.
    3. Position, height, and length adequate to achieve noise level objectives as determined in the noise study.

 

Other Requirements:

    1. Acceptable to the local community and local government authority, in terms of appearance, location and maximum height, and security matters.
    2. Meets all safety considerations.
    3. Graffiti resistance and removal (refer to Specifications 908 - Graffiti).
    4. Durability.
    5. Minimal maintenance.
    6. Acceptable materials include brick, concrete and stone, and can include fibrecement products and plastics where considered appropriate for a specific site. Timber is not generally suitable because of durability issues (eg. warping/cracking may particularly affect acoustic performance) and fire risk but may be used if suitably treated.
    7. Colour must be consistent.
    8. The footings of any noise wall located on the boundary must be located completely outside the abutting property. Such footings must be designed and located such that the face of the wall is as close as practicable and parallel to the boundary.
    9. Barriers should have a logical termination point satisfying noise objectives as well as fitting with the road design.
    10. Barriers must be structurally sound and accessible for maintenance.

 

2.2 Visual Screen Walls/Fences

Visual screening must be considered adjacent to roads and paths at those locations where a potential for visual intrusion exists. The requirement for visual screen walls is determined during the project investigations and design process.

Screen walls and associated footings must be located completely within the road reserve, with effective placement dependent on the project site conditions. The height of screen walls will vary according to the location so as to provide an effective level of screening. Screen walls, are located on the boundary of a private property, must be approved by the property owner. Screen walls must be designed to meet all safety and maintenance considerations.

Feature walls, fences or sculptural built elements may be placed within the road reserve as aesthetic elements (e.g. entry statements, public art), as part the roadside landscaping.

Noise walls are often designed to serve as visual feature walls as well as visual screening to adjoining areas and a noise barrier. In some instances a visual screen may form part of a bridge or footbridge.

3. REFERENCES

  1. Austroads Guide to Road Design Part 6A: Pedestrian and Cyclist Paths

  2. MRWA Supplement to Austroads Guide to Road Design - Part 6

  3. Fencing at Pedestrian Bridges and Underpasses - MRWA (2000)

  4. Operational Guideline No 81 - Fencing Road Reserves On Highways & Main Roads In Pastoral Areas - MRWA 2004

  5. Occupational health and Welfare Regulations - (1996)

  6. AS 3014 - Electrical Installations - Electric Fences

  7. AS 5100 - Bridge Design