Appendix 2 - Traffic impact assessment

Traffic Impact Assessment – Commercial Development at Weyba Road, Noosaville                     CC-3668



It is also noted that the development proponent has advised that the timing of the fuel deliveries can
be made at the discretion of the service station manager and will therefore be ordered to arrive
outside of business hours.

Empire Engineering has completed numerous swept path analyses for the various design vehicles and
provided recommendations and feedback to the development proponent and architect. As such
various iterations of the site layout have evolved to ensure that the proposed site layout can facilitate
the following circulation parameters:

       All design vehicles can enter and exiting the site in a forward gear;
       Entering and exiting manoeuvres are contained within a single traffic lane adjacent to the
        site and do not encroach on other traffic lanes or central medians; and
       Internal manoeuvring is contained within the site and does not encroach onto adjacent road
        reserves.

The final swept path analysis diagrams for the nominated design vehicles are attached to this report
in Appendix B.

3.5.    Internal Vehicle Storage
The proposed site layout allows for on-site vehicle storage opportunities for at least two passenger
vehicles between the property boundaries and the first potential conflict points, such as vehicles
refuelling at bowsers and internal car parking bays. This reduces the risk of stored vehicles queuing
out of the site onto the verges and carriageways of the surrounding fronting roads.




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