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Appendix 3 - Traffic Engineering & Parking Report (00012497)
Attached to the e-mail MCU15/0053 Application Forms 1 & 5 and Town Planning Report - Multiple Dwellings Type 4 - Conventional at 30-32 Doonella Street Tewantin (1 email of of 3).
Compliance with Australian Standards AS2890.1 The parking arrangements have also been assessed against AS2890.1:2004. Parking spaces within the basement car park are indicated on the layout provided by Inter. All residential car parking spaces have a minimum length of 5.4m and a minimum width of 2.4m. Aisle widths are a minimum width of 6.2m wide. The visitor parking spaces are 2.4m wide and a wide aisle of 7.5m has been provided. The parking spaces and aisle dimensions generally comply with the requirements of AS2890.1 for 90 degree User Class 1A and User Class 3 parking. Parking spaces within the basement will be allocated specifically to residential apartments therefore search patterns and circulation will be simplified. The ends of the aisles are extended 1m beyond the last parking space to accommodate manoeuvres as per Clause 2.4.2 (c) of AS2890.1. An additional 300mm has been provided to car parking space widths for those spaces located adjacent to walls. The parking spaces comply with AS2890.1:2004 Figure 5.2 ensuring all walls and obstruction are clear of the design envelope around parked vehicles. Clause 2.5.3 of AS2890.1 provides requirements for circulation roadway and ramp grades. The proposed ramp into the basement has a grade of 1:6 for 7.52m with 2m long grade transitions of 1:20 at either end of the ramp, complying with requirements. A security gate at the bottom of the basement ramp will restrict access to residents only. The security gate will be controlled via remote control, and therefore vehicles will not be required to stop on the ramp. The minimum width for circulation roadways and ramps for two way traffic is 5.5m (with an additional allowance of 300mm if adjacent to a wall greater than 150mm high). The proposal meets the minimum roadway width requirements of 6.0m for the two-way access ramp the basement parking area. Clause 3.3 of AS2890.1 includes requirements for gradients of access driveways. The grade for the access driveway from the road frontage (kerb) to the property boundary is a maximum of 1 in 20 (5%). The proposed access meets the requirements for access driveways. Minimum queuing length is 12m (2 car lengths) from the property boundary into the site as indicated in Clause 3.4 of AS2890.1. The available queue length is 13m from kerb with clear sight visibility along the access into the site. Whilst the traffic generation from the proposed development is low and will operate under free flow conditions, a give way control point will be line marked to give priority to vehicles entering the site over those exiting. Clause 3.2 of AS2890.1 includes requirements for access driveway widths, with a recommended minimum width of 5.5m. The proposed access driveway is 5.5m wide, complying with current requirements. The driveway must meet the requirements of standard drawing RS-049 and RS-059 for residential driveways. The headroom clearance in the basement and also for the ground level overhang is at least 2.2m which complies with the minimum requirement of 2.2m as outlined in Clause 5.3.1 of AS2890.1. RoadPro Development ABN 98 615 073 565 14514 Doonella Street TEWANTIN Page 4 of 7
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