Minor Change Existing Approval 51984 3164 01 · 51984.3164.01

                              ii.      16 meter minimum diameter cul-de-sac bitumen sealed with kerb and
                                       channel.
                             iii.      Grading and paving of unsurfaced areas and associated drainage.
                             iv.       A footpath for that part of the road frontage of the site.
                              v.       A concrete crossover of adequate dimensions to enable ready ingress
                                       and egress to the site.
               The cul-de-sac and the above works shall be constructed as part of the development.
                      c.      Detailed design and documentation for the construction of a stormwater drainline to
                              service the developed portion of the subject site. The drainline shall not be located on
                              the dune slope within the property, but shall extend from a suitable point on the
                              development site across the adjacent site on the east to the Noosa Drive road reserve,
                              wherein it shall be compatible with the forward planning intentions of that part of the
                              road reserve. From the Noosa Drive road reserve, the drainline shall follow the existing
                              steep gully which runs across the north-eastern corner of the adjacent development
                              site and shall then discharge to Noosa Inlet via a suitably designed outlet structure.
                              Drainage easements shall be required over the abovementioned drainlines where they
                              traverse private property.
                      d.      Details of works proposed to re-establish the stability of the toe of the sand dune,
                              particularly in areas where the slope is over steepened.
                      e.      A detailed stormwater drainage design for the building and site which is to be prepared
                              having regard to the fact that stormwater should not be dieted onto the sand dune at
                              the rear of the site. The system is to be designed to ensure that surcharge if the
                              drainage system due to blockages, ect., will not be directed to the rear of the site.
                      f.      Details of stormwater drainage of the natural and excavated surface of the site during
                              construction. This drainage shall not be directed towards the rear of the site.
                      g.      Details of proposed method of drainage the swimming pool when required, for
                              maintenance purposes.
                      h.      Details of the proposed controls to be applied to the building works to ensure that
                              stormwater is not directed towards the dune face and to ensure that construction
                              vibrations are kept within controls to be detailed by the Applicant’s Consulting
                              Geotechnical Engineers. Such controls to be sent by the Applicant’s Consulting
                              Geotechnical Engineers to ensure that the stability of the sand dune will not be
                              adversely affected.
                      i.      Details of the period of the year during which construction works, particularly
                              excavation and foundation construction, should take place.
                      j.      Details of proposal for revegetation of areas disturbed during building and drainage
                              works and details of any proposed improvements to vegetation within the sand dune
                              at the rear of the site. These details are to be prepared by the Applicant’s Landscape
                              Architect and approved by the Applicant’s Consulting Geotechnical Engineers.
                      k.      Calculations to verify that the building will be able to withstand loads imposed by
                              possible future movement of the sand dune to a depth of 4m. below existing surface
                              levels, or to the depth of a plane sloping at 27 degrees from the toe of the sand dune,
                              whichever is the greater. In particular, the calculations will need to verify that the
                              structure is able to withstand lateral loads imposed by these possible future sand
                              movements.
                      l.      Calculations to verify the adequacy of the design of the foundation system.




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Document Set ID: 23480614
Version: 3, Version Date: 30/01/2025