MCU14/0106 Appendix D - Traffic Impact Assessment

                                                                                     Traffic Impact Assessment
                                                                                        Noosa Civic Expansion




9              Development Servicing
9.1      Service Area Swept Path Assessment
The service vehicle areas both within the existing Noosa Civic and the proposed expansion have been
assessed using swept path analysis for their manoeuvrability capacity for varying service vehicles.
Figure 9-1 depicts the locations of the service vehicle areas under assessment. Refer to Appendix C for
swept path assessments.

Figure 9-1 Service Area Locations




Source: Drawing Number DA-TBG-AR-1000-000[A] supplied by The Buchan Group

9.1.2          Service Area 1: Western Noosa Civic
The western Noosa Civic service area is accessible via Intersection 10 of Hofmann Drive with Rene Street.
This existing service yard is unchanged and can accommodate up to six service vehicles at any one time,
the largest of these being a 19m articulated vehicle (AV). Swept path analysis of an AV using the area is
shown in drawing number J13041_SK-06 attached in Appendix C.

9.1.3          Service Area 2: Secondary Western Noosa Civic
The entrance to the western Noosa Civic service area extends around Noosa Civic to lead into a secondary
service area. This existing service area will be reconfigured from its existing access from the Inner Ring
Road. It can accommodate up to six service vehicles with the largest being a 12.5m large rigid vehicle
(LRV). A swept path analysis of a LRV is outlined in drawing number J13041_SK-07 attached in Appendix
C.

J13041                                                 Cardno                                 December 2014
Prepared for QIC Noosa Civic Pty Ltd                                                               Page 50