Traffic Response · MCU15/0122

The entry/exit distribution of 60%/40% in the AM and the reverse in the PM will be retained. The consequent traffic
movements provided in Attachment 2. This notes a maximum inbound traffic flow from the north of 15 vehicles per hour
in the AM peak.

4.5       Traffic Assessment Scenarios
The following traffic scenarios will be considered as part of this assessment:

          2016 Current Case;

          2018 Opening Day Base Case;

          2018 Opening Day Development Case;

          2028 Base Case;

          2028 Development Case;

The future cases will be determined by applying a nominal 0.5% p.a. growth rate to through volumes on Goodchap Street
and a 1.0% p.a. growth rate to through volumes on Hilton Terrace and Eumundi Noosa Road. The estimated future peak
hour traffic volumes are provided in Attachment 2.

4.6       Operation of Hilton Terrace/Ernest Street Intersection
TTM have assessed the operation of this intersection using Sidra version 6.1. The intersection layout for the AM peak is
shown in Figure 2 and the layout of the PM peak is shown in Figure 3.

Figure 2: Hilton Terrace/Ernest Street Sidra Layout – AM Peak