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08/0176 - Response to Information Request [As Published] · 132008.176
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Traffic Impact Assessment Report Settlers Cove Resort, Noosa Heads Cape Bouvard Investments Pty Ltd March 2009 5. TRAFFIC IMPACT The assessment of the impact of the proposed development on the street network has been undertaken. Traffic volumes have been projected to 10 years past the completion of development to 2022, assuming the development is operational by 2012 and generating traffic. 5.1 Traffic Impact of the Proposed Development The impact of the proposed development on the surrounding street network has been assessed. The development generated traffic has been distributed to the road network as shown in Figure 4.2 and the operational performance has been analysed according to the procedures set out in Austroads — Guide to Traffic Engineering Practice. 5.2 Intersection Analysis 2022 Impact on Serenity Close and Banksia Avenue The adjacent intersections have been reviewed using current guidelines to determine the operational performance of the intersection in the 10 year planning horizon. Given the existing residential catchment and the limited potential for future development in the surrounding streets, traffic growth is not expected to increase significantly. According to Austroads Part 2 - Roadway Capacity Table 8.1 the intersection volume below which capacity analysis is unnecessary is as shown below. Roadway Capacity Type of Road Light cross & turning volumes Maximum design hour volumes Vehictes per hour (two way) Two Lane major road 400 500 650 Cross road 250 200 100 The forecast traffic volumes for the intersection of Serenity Close and Banksia Avenue are low and below the volumes stated in the table above, therefore, it is considered unnecessary to undertake intersection analysis as the intersection operates with uninterrupted flow conditions (also refer to Table 4.1 Austroads Part 5 — Intersections At Grade). Impact on Banksia Avenue Intersections with Grant Street and Katharina Street Given the above criteria and the traffic volumes generated from the residential catchment, the above intersections will continue to operate under uninterrupted flow conditions. CD yes Page 11
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