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10. APP E. Traffic Impact Assessment Report
Attached to the e-mail MCU14/0102 Development application Part 2 of 4 App E Traffic Report, App F Landscape Plan.
Original PDF page 5, section 1. The text section number identifies this passage in the reader.
PEKOL TRAFFIC & TRANSPORT 1d 1.2 1.3 P:\2014-15\15-067 LIONEL DONOVAN DRIVE, NOOSAVILLE\REPORTS\139 EUMUNDI ROAD, NOOSAVILLE TIA REPORT.DOCX INTRODUCTION Background In October 2014, Pekol Traffic and Transport (PTT) was commissioned by Empirica Developments Pty Ltd to undertake a traffic impact assessment for a proposed mixed industrial and commercial development at 139 Eumundi Road and 30 Lionel Donovan Drive, Noosaville. The location of the subject site is shown on Figure 1.1. Figure 1.1: SITE LOCALITY SSPiojectan @ Good Shepherd Lutheran Gallege PIOIGEt Ae = i ) Senate Intersections Assessed O tEshieccreekRame ~ a Aim The aim of this assessment is to evaluate the proposed development in terms of its peak hour traffic generation, parking and servicing arrangments, impact on the surrounding road network and the scope of any external works required to maintain safe and efficient traffic operations. Scope of Report This report begins by summarising the characteristics of the existing road network (Chapter 2), followed by a description of the scope and scale of the proposed development, including a consideration of its likely traffic operating characteristics (Chapter 3). The latter are then overlayed on top of future year peak hour traffic operations on the adjacent road network to identify potential future traffic impacts (Chapter 4). The report concludes with a summary of key findings (Chapter 5).
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