Development Application part 6 of 10 Traffic Impact Assessment - MCU13/0092

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PIKOlTR.APfIC & TRANSPORT




         Therefore, it is considered that adequate provision                       is made for the   standing, parking, loading and
         unloading, access and manoeuvring of service vehicles within the development site.




3.5      Queuing

         A typical verge is 4.25m wide compared to Rufous Street which has a considerably wider verge adjacent to

         the proposed site access. As shown in Figure 3.3, measuring from the back edge of a typical verge to the

         first internal intersection within the site results in a queuing distance of approximately 18m, which is

         sufficient to accommodate a queue length of three vehicles. The Maroochy Plan sets out a design queue

         length of three vehicles for a car park capacity of up to 100 spaces and four vehicles for a car park capacity
         of 101   -
                      150 spaces. However, given the nature and expected traffic volumes on Rufous Street, a queuing

         provision for three vehicles is considered sufficient in this instance.




         Figure 3.3:            SITE ACCESS QUEUING DISTANCE




             ~

            SERVICE AREA




                                       SITE BOUNDARY




                                      TYPICAL VERGE
                                             .

                                                       W 10TH




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P:12011-11112-060 PER.t:GIAN BEACH SCIREPORTSI12-060PEREGIAN TIA REVISION A.DOCX                                                12