specification for subdivision construction of road works and drainage
specification for subdivision construction of road works and drainage
specification for subdivision construction of road works and drainage
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The spacing <strong>of</strong> guide posts shall be in accordance with Aust<strong>road</strong>s AGuide to Traffic Engineering<br />
Practice Part 8, Traffic Control Devices@ <strong>and</strong> Australian St<strong>and</strong>ard AS 1742.2 AManual <strong>of</strong> Uni<strong>for</strong>m<br />
Traffic Control Devices, Part 2: Traffic Control Devices <strong>for</strong> General Use@.<br />
R9.2 Guardrail<br />
R9.2.1 General<br />
Guardrails shall not be erected prior to the application <strong>of</strong> the bituminous surfacing <strong>for</strong> the section<br />
concerned.<br />
Guardrails shall be galvanised steel Flexbeam type or similar approved with galvanised steel posts<br />
<strong>and</strong> separators. All rail sections <strong>and</strong> fittings shall be supplied <strong>and</strong> erected by the Contractor to the<br />
details shown in the drawings.<br />
All steelwork shall be treated as indicated in the drawings. All metalwork shall be shop fabricated,<br />
<strong>and</strong> no punching, cutting or welding will be permitted in the field.<br />
The installation <strong>of</strong> guardrail shall be in accordance with AS 3845 <strong>and</strong> Main Roads WA st<strong>and</strong>ard<br />
drawings.<br />
R9.2.2 Posts<br />
All posts <strong>and</strong> separators or packers shall be fabricated from 178 x 76 x 6 pressed steel channel<br />
sections con<strong>for</strong>ming to AS 1204, <strong>and</strong> shall be hot dip galvanised as indicated in the drawings.<br />
The first <strong>and</strong> last two posts at each end <strong>of</strong> the guardrail assembly shall be anchored in unrein<strong>for</strong>ced<br />
32 mpa concrete to the dimensions <strong>and</strong> other details as shown on the drawings. Holes to receive<br />
these posts shall be excavated to the required depth, <strong>and</strong> the bottom <strong>of</strong> the holes adequately<br />
rammed. The posts shall be supported in their proper position to true line <strong>and</strong> level until the concrete<br />
has gained sufficient strength.<br />
Unless otherwise directed by the Engineer, all other posts shall be driven vertically in their correct<br />
locations, generally at 2 metre spacings. The front faces <strong>of</strong> the posts shall be positioned to their true<br />
line <strong>and</strong> level. The surrounding ground surface shall be levelled <strong>and</strong> made good to the satisfaction <strong>of</strong><br />
the Engineer.<br />
R9.2.3 Tolerances<br />
All posts shall be set within 20mm <strong>of</strong> their true plan position on the ground <strong>and</strong> all elevated<br />
dimensions shall be withing 10mm <strong>of</strong> those specified.<br />
Bolts shall be sufficiently long to extend at least 6mm beyond the nuts but not more than 12mm<br />
beyond the nuts except where required <strong>for</strong> adjustments. All drilled holes shall be within 5mm <strong>of</strong> their<br />
true position.<br />
Specification <strong>for</strong> Subdivision Construction <strong>of</strong> Road Works <strong>and</strong> Drainage<br />
Rev. 1 – February 2013<br />
44
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