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Works Approval Report.pdf - the National Capital Authority

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Campbell Section 5 - <strong>Works</strong> <strong>Approval</strong> Project Ref: 110029Prepared for <strong>the</strong> Land Development AgencyIt is proposed that <strong>the</strong> speed limit within <strong>the</strong> Campbell Section 5 development be a maximum of40km/hr.To help create a low speed environment, minimum traffic lane and parking bays dimensions havebeen selected to alter driver behaviour.Positioning of street furniture and tree planting near <strong>the</strong> kerb helps reduce vehicle speeds by visuallynarrowing <strong>the</strong> road and results in motorists becoming more speed aware. This also creates wideopen verges to support <strong>the</strong> active frontages, creating an improved environment for pedestrians andcyclists.8.3.6 New road horizontal alignmentsSeveral new internal access roads will be created as part of <strong>the</strong> subdivision and public realm workswithin <strong>the</strong> site. The proposed streets and corner radii have been designed to Austroads Standardsand checked using vehicle swept path software. The following turning template vehicles wereselected to satisfy TAMS’ Waste Collection Vehicle and Austroads requirements:Design vehicle: 9.9m TAMS Waste Collection Vehicle*;Checking vehicle: 12.5m Single Unit Truck / Bus*.* The design vehicle for Road 1-(C) is a 5.2m Car/Van, and <strong>the</strong> Checking vehicle is <strong>the</strong> 9.9m TAMSWaste Collection Vehicle.According to Austroads, <strong>the</strong> design vehicle should represent 85% of vehicles; however, designing toaccommodate <strong>the</strong> 9.9m TAMS Waste Collection Vehicle is thought to be appropriate for all roadsexcept Road 1-(C).It is accepted that <strong>the</strong> probability of a 12.5m Single Unit Truck/Bus accessing <strong>the</strong> site frequently isunlikely. It has <strong>the</strong>refore been deemed acceptable for this category of vehicle to utilise <strong>the</strong> fullcarriageway for some manoeuvres and to encroach into <strong>the</strong> opposite traffic lane, as allowed undernote 7.1.2 of Austroads 2006 Design Vehicle and Turning Path Templates.Corner radii of 6m have been provided and proved throughout most of <strong>the</strong> internal roads to <strong>the</strong>Campbell Section 5 development by <strong>the</strong> vehicle swept path tracking exercise. The exceptions areRoad 3 and at intersections with external roads where larger radii kerb returns have been selected.8.3.7 New road vertical alignmentsAll new Road pavements will generally have two-way crossfall at 3%, except Anzac Park East whereone-way crossfall is proposed.Longitudinal grades of between 1% and 3.5% are proposed throughout. Grades of at least 1% havebeen specified to ensure satisfactory drainage.November 2012 Cardno 54

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