Traffic Engineering Report

5           Service Vehicle Arrangements
5.1         Council Requirements
For the proposed development, Council requires that adequate provision is made for the standing, parking,
loading and unloading, access and manoeuvring of service vehicles within the development site.

5.2         Proposed Service Vehicle Arrangements and Their Adequacy
Access is provided for the largest design vehicle, a 9.9m WCV. Provision is to ensure that:

•    The vehicles can enter and leave the site safely in a forward direction.

•    The vehicles can traverse the site on circulation roads and aisles to access service areas.

•    The vehicles can manoeuvre on-site to allow parking and loading or unloading on the circulation road.

Service vehicles up to and including a 9.9m WCV are able to enter/exit the site in a forward motion via
Eumundi Noosa Road. The WCV vehicles will perform single reversing manoeuvre to turnaround onsite. A
swept path analysis for the 9.9m WCV design vehicle has been performed to demonstrate safe manoeuvring
of the vehicles, as shown in drawing 20BRT0474-01D in Appendix B.

Given that these larger service vehicle movements are expected to occur outside of peak hours, the internal
traffic flows will be very low, this is not expected to have an impact on the internal operation of the site.

All internal onsite design complies with 2890.2-2002 Parking Facilities Part 2 Off-street commercial design.




Site: 99, 101 & 105 Eumundi Noosa Road, Noosaville                                                         14
Reference: 20BRT0474