SUPERSEDED NEGOTIATED - OPW25 0042 - REFERENCE DOCUMENT (As Published)

     Traffic Management Plan – 25040286

          5. TRAFFIC MANAGEMENT PLANNING AND ASSESSMENT
          5.1 Traffic Assessment and Analysis

          5.1.1     Traffic Data

     A summary of recent traffic data is provided below:

                                    Vehicles per             Vehicles per
                                                                                                                  Road
            Location                    day                      day                  Road Speed                                            Source
                                                                                                                 Category
                                     Light (Ma)              Heavy (Mo)


      Serenity Close,
                                          N/A                       N/A                      50                       1                    Qld Globe
      Noosa Heads



          5.1.2     Temporary Speed Zones

     A worksite speed limit of 40 km/h at Serenity Close, Noosa Heads due to workers within 1.2 m of traffic from
     date (TBA) 07:00 to 16:00

     After work hours the posted speed will be reinstated, the road will be left clean and free of debris and safe for
     road users.

          5.1.3     Plant, Equipment and construction exclusion/clearance zones.


     Site specific Exclusion zones will be discussed at Daily prestart meeting.

     All exclusion zones will be identified during site prestart – any high-risk areas will be isolated

     from members of the public

          5.1.4     Impact to adjoining network.

     These works will not impact on any adjoining network.

          5.1.5     Existing Traffic signals

     No Existing Traffic signals are in close proximity to the work area – works will not affect operation of any
     Existing Traffic Lights

          5.1.6     End of Queue Treatment

               Surges in traffic demand can occur so adequate monitoring of the queue must be undertaken to
               minimise the risk of end of queue collision. If the end of queue extends beyond the primary PREPARE
               TO STOP sign position, the distances and sign locations must be adjusted as required using a second
               traffic controller.
               Estimate end-of-queue position (see box instructions in Austroads Guide to Temporary Traffic
               Management Part 3 Section 4.8).




Document Set ID: 24005412
                  23806880Document MSF-AT-TMP-001| Issued 05 September 2024| Review: 05 September 2025| Owner: Trevor Leggett | Page: 25
Version: 1,
         0, Version Date: 06/08/2025
                          01/01/1900             [UNCONTROLLED IF WHEN PRINTED AFTER 05 September 2024]