Request for Further Information - 010.2007.00000070.001 [As Published] · 132007.70

        6.2. The existing public services between the edge of the bitumen and the front
             boundary line of the site including the existing power pole. If the proposal
             involves relocating the power pole then more details and preliminary
             consent/confirmation from Energex is required.

        6.3. Given the expected configuration of the proposed access driveway to the
             site (eg curved, at grade and at close proximity to other access driveways),
             it considered necessary that adequate car turning area is provided within
             the proposed access easement to allow for cars to enter and leave the site
             in forward gears. Please demonstrate this requirement.

7.      A site plan of the proposal showing a proposed sewer easement over the existing
        sewer main with a minimum setback clearance of 1.5m between the actual
        alignment of sewer main and the proposed buildings including any overhanging
        structures and/or cantilevers.

Building Services

8.      Please indicate how the building will achieve the Specific Outcome in relation to
        setbacks for the Entry Pavilion of dwelling on proposed lot 2 and the Garage/
        laundry pod of dwelling on proposed lot 1. (Noosa Plan – Detached House Code
        Table 14.26 Specific Outcome 01).

9.      Please indicate how the Entry Pavilion of dwelling on proposed lot 2 will comply
        with part 3.7 of the BCA (Building code of Australia) Fire Separation.

10.     The property indicated as being in a landslide hazard area, as per the Noosa
        Plan.
        If any following listed items below are relevant to the proposed building works
        then a site specific geotechnical report will be required:-
              involves the removal of vegetation other than grass from use areas; or

              involves excavating or filling of more than 50m³ of material (other than
              placement of top soil not exceeding 100mm in depth); or

              involves cut or fill with a vertical depth of more than 1.5 metres relative to
              ground level; or

              redirects or impede water flows in an existing watercourse or stormwater
              drain;

        The site specific geotechnical report is to be prepared by a registered
        professional engineer and must either certify that the site is not at risk from
        landslip emanating from the site or from other land; or identifies methods of
        stabilising all buildings, accessways and use areas.
        You are required to either submit a site specific geotechnical report; or
        justification as to how you believe that such a report is not required.
Please provide five (5) copies of all information that you are providing. In addition, it
would assist Council if you could also provide an electronic copy of your response.
Please be aware that under Section 3.2.12 of the Integrated Planning Act, the applicant
is to respond to any information request within 12 months of the request or otherwise,
the application lapses.


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