Engineering Roads Report (Traffic)

  Noosa Fair and Bowls Club Redevelopment

© 2013 - TTM Consulting Pty Ltd                                                                                       Reference No: 12SCT0068


Traffic movements in the Thursday PM and Saturday peak hours are anticipated to be 50% in and
50% out. This is because the retail / tavern uses generate the largest amount of traffic and
dominant inbound / outbound movements associated with residential and office uses are
predicted to cancel each other out.


6.3        Future (2016) Base Traffic Demands
Figure 6.1 shows the future (2016) base traffic demands, based on an application of an annual
growth rate of 3% for a period of 4 years (i.e. at the completion of the project) to the 2012 traffic
volumes.


                                       Sunshine Beach Road



                                                                     Arcadia Street




                                                                                                                                  340 / 309
                                                                                                                                  226 / 201
                                                                                      0/0
                                                                                      0/0
                                                                                                        356 / 303
                       Noosa Drive




                                                           20 / 12
                                                         137 / 107                                      195 / 219

                                                   Lanyana Way                              149 / 189
                                                                                            101 / 114
                                       524 / 501




                                                                                                                    207 / 336
                                                                                                                    192 / 149
                                       17 / 17




                                                                                                                                Cooyar Street
                 17 / 12
                 18 / 15


      Coral Tree
      Avenue
                             21 / 19
                           383 / 380




                                                                                             Legend
                                                                                             123 / 456 = Thurs PM / Sat



Figure 6.1: Estimated Peak Hour Traffic Volumes 2016 – Without Development


6.4        Future (2016) Project Traffic Demands
The future project case scenario is obtained using the assumptions in Section 6.3. These expected
traffic movements are shown in Figure 6.2.




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