Decision Notice OPW20 145 06 (As Published) · OPW20/0145.06

               DURING CONSTRUCTION
                      Engineering
               20.    The developer must meet any costs to repair damage to any Council asset during
                      construction, where damage is a result of the development works. Damage to assets must
                      be repaired immediately where it creates a hazard to the community. In circumstances where
                      the damage does not create a hazard to the community, it must be repaired immediately on
                      completion of the works associated with the development.
               21.    All works must be supervised by a Registered Professional Engineer of Queensland (RPEQ)
                      who is independent of the Developer and Principal Contractor, and they must certify that all
                      works conform to the Operational Works permit. Where municipal works are involved, such
                      confirmation must be submitted for the respective hold points prior to any site inspection by
                      Council Officers.
               22.    All works must be constructed and work procedure undertaken in accordance with:
                      a.      The approved plans/documents and conditions detailed in this Decision Notice
                      b.      The relevant conditions of the higher order Reconfiguration of Lot approval viz.
                              Judgement No 765 of 2020 to which this approval relates
                      c.      All relevant Noosa Council Planning Scheme Policies, standard drawings, standard
                              specifications and guidelines
                      d.      The latest version of the Healthy Waterways document “Water Sensitive Urban Design
                              Technical Design Guidelines for South East Queensland” for all water quality devices
                              to be constructed on site
                      Roadworks (External Roadworks & Road Widening Works)
               23.    All pavement widening or construction of new pavement must join neatly to the existing
                      pavement so that there are no irregularities in line or level resulting at or adjacent to the join
                      for the length of the construction. Where necessary the existing pavement must be brought
                      to a satisfactory standard to allow for the above.
               24.    All street surfacing must consist of a minimum depth of 45mm of an approved hot mixed
                      asphaltic concrete, unless other pavement types are approved as feature areas in
                      intersection thresholds, speed control devices, turning areas, indented parking etc.
               25.    The installation and/or modification of any traffic signs, street signs, line marking and Raised
                      Reflective Pavement Markings (RRPMs) must be in accordance with the Manual of Uniform
                      Traffic Control Devices (MUTCD). New or relocated signage must be installed using the VLok
                      installation system. All new signage must be Class 1 retroreflective material in accordance
                      with AS 1906.1, Retroreflective materials and devices for road traffic control purposes – Part
                      1: Retroreflective sheeting.
               26.    The developer must notify Council’s Traffic Engineer for any works involving the removal or
                      modification of existing council traffic signs and/or parking bays prior to such works
                      commencing.
               27.    Root barriers are required to be installed behind the back of kerb for all new kerbs within 5m
                      of a trunk of a tree.
                      Pavement Design and Construction
               28.    The pavement designs shown on the engineering drawings are not approved. To attain
                      approval for the pavement design, the following details must be submitted and certified by
                      an RPEQ with the proposed pavement design:
                      a.      The design CBR must be based on the four day soaked CBR value for the subgrade
                              material.
                      b.      The design subgrade CBR must be representative of each homogenous insitu section
                              of finished subgrade. With respect to each section:



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Document Set ID: 24395463
Version: 4, Version Date: 03/02/2026