Information request 8136pdf[1] · MCU14/0009

Item    Information requested
Development Permit for Material Change of Use
  1.    The applicant is requested to amend the Site Plan to provide a more detailed
        analysis of vehicle turning movements. The applicant is to ensure the following
        information is included in the site plan:
              #       Provide clear delineation of the allowed movements throughout the
                      site and at the entry / exit through signage and / or line marking and
                      narrowing of the access points. Note: extending the central garden will
                      assist in clarifying the access arrangements on the site.
              #       Vehicle swept paths for all vehicle types utilizing the site. This is to
                      demonstrate that within the subject site there is sufficient provision for
                      on-site vehicular maneuvering space to safely enter and exit the site
                      regardless of any vehicles queuing at the petrol bowsers.
  2.    The applicant is to demonstrate that visibility at the proposed / existing access point
        achieves the Safe Intersection Sight Distance in the Department of Transport and
        Main Roads’ Road Planning and Design Manual (RPDM) and relevant sections of
        the AUSTROADS Guide to Road Design, Part4A – Unsignalised and Signalised
        Intersection for a 70km/h design speed (to suit the posted speed of 60km/h).

              This must be demonstrated based on a physical survey and detailed on the plans
              certified by an appropriate Registered Professional Engineer Queensland (RPEQ) or
              Registered Surveyor.
   3.         The applicant is requested to provide a Stormwater Management and Design (water
              quantity and quality) report that demonstrates that the proposed development
              addresses potential stormwater impacts on the state-controlled road network. In
              particular, the applicant is to demonstrate that the proposed installation of water
              tanks will mitigate any increase to drainage on Kin Kin Road and will mitigate any
              increase in the width of flow in the kerb or encroach onto the road.

              The Stormwater Management Design must:
                   a)      Be certified by a Registered Professional Engineer Queensland
                           (RPEQ)
                   b)      Be prepared in accordance with the department’s Road Drainage
                           Manual which can be accessed at
                   http://www.tmr.qld.gov.au/Business-industry/Technical-standards-publications/
                   Road-drainage-manual.aspx and with consideration given to the Queensland
                   urban Drainage Manual available at http://www.derm.qld.gov.au/water/
                   regulation/drainagemanual.html http://www.ehp.qld.gov.au/water/policy/
                   urban_stormwater_planning_guidelines.html and the Environmental Protection
                   Act 1994 and Environmental Protection (Water) Policy 2009 which are
                   available at www.legislation.qld.gov.au
                   c)      Demonstrate that the management of stormwater (quantity and quality)
                           post development can achieve a no worsening impact (on the pre-
                           development condition) in accordance with the design criteria in the
                           department’s Road Drainage Manual. Stormwater management for
                           the proposed development must ensure no worsening or actionable
                           nuisance to the state-controlled road network caused by peak
                           discharges, flood levels, frequency / duration of flooding, flow velocity,
                           water quality, sedimentation and scour effects.
                   d)      Ensure the following are addressed, where applicable:




Department of State Development, Infrastructure and Planning                   Page .   2