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Request for Further Further Information [As Published] · 132009.363

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3.    Council has concerns with the response to issue 8 of the Information Request.
        8.   Please provide additional detail on the grades of the access driveway. In this regard,
             please provide a longitudinal section extending from the centreline of the existing road
             formation to each carspace. Council also has concerns with the resulting crossfall
             grades within the manoeuvring areas for each space.
       The levels indicated for the driveway adjacent to the northern boundary and the setback area
       proposed for the retaining structure, do not appear sufficient to cater for the profile (1/1) when
       comparing the existing surface levels and the design surface levels. In addition there is
       concern the proposed crossfall grades will create access and drainage issues. Please provide
       additional information satisfying these concerns.

4.    Council has concerns with the extent of cut within the road reserve and at the property
      boundary as per issue 9 of the Information Request.
        9.   Please indicate on the plans:
              9.1.       The proposed setback distance from the access to the existing power pole,
              9.2.       The location and level of the adjoining access driveway.
       The cut appears to be up to approximately 500-600mm (at the northern property boundary).
       Council has concerns with protecting existing services, pedestrian safety, and the relationship
       to the existing access driveway and wall to the adjoining property. Please amend the design
       plans to minimise the works required and provide detail on the extent of necessary
       earthworks.
10.   Council has concerns with the response given to issue 10 of the Information Request, outlined
      below.
        10. Please provide a preliminary stormwater disposal design for the development. The
            design must include but not be limited to:
              10.1.      Roof water runoff including overflow from tanks,
       There are concerns with the levels and grades of the outlet lines connecting the tanks to the
       kerb and channel and the available depths from natural surface. In this regard, please provide
       additional information on the drainage system.

A response to the above is required to be submitted, prior to further assessment of the application. If
any further matters arise as part of assessment of this application, you will be advised accordingly.

Should you have any further queries in relation to the above, please do not hesitate to contact me on
the above number.
Yours faithfully




Jack Lewis
Development Planner

c.c     Muzztrac Pty Ltd
        32 Nelson Street
        WOOLOOWIN QLD 4030

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