2018-11-06 Planning & Environment Committee Agenda

PLANNING & ENVIRONMENT COMMITTEE MEETING AGENDA                            6 NOVEMBER 2018


          outlet must be designed to prevent storm water entry to the sewerage system. This
          can be achieved with a nib wall 50mm high and up to 700mm x 700mm wide (max
          0.5m2) , or alternatively the waste area can be roofed, or any other design approved
          by Council.
    40.   Refuse containers must be provided in accordance with the requirements of the
          Environmental Protection (Interim Waste) Regulation 1996 and (Waste Management)
          Regulation 2000, for the storage and collection of refuse.
    41.   Bins must be provided throughout the site to reduce littering. All bins provided must
          be for refuse and recycling and be decanted into the bulk bins by the site operators.
    ENGINEERING
          Site Specific Conditions
    42.   The proposed flood barrier must be of a design that is activated by the rising flood
          levels and the associated hydraulic differential to raise and lower the barrier. The
          barrier must not require a power supply or human intervention. The barrier must be
          maintained by the property owner in accordance with the manufacturer’s
          specifications. The works must be undertaken in accordance with an Operational
          Works approval and must include in particular:
          a.   Certification from a Registered Professional Engineer of Queensland (RPEQ)
               that states that the design of the barrier is suitable for its intended use.
    43.   The development must include an internal stairwell connecting the basement level to
          the upper floor. The stairwell must be located and constructed to provide an escape
          route for people to evacuate the basement in the event the barrier and/or pump
          system fails. Plans submitted as part of any subsequent operational works and
          building permit must clearly indicate the stairwell.
    External Works
    44.   Mary Street must be upgraded for the length of its frontage to the subject site. The
          works must be generally in accordance with drawing number 17699-SK100 Revision
          A prepared by TOD Engineers and Project Managers dated 17 August 2018. The
          works must be undertaken in accordance with an Operational Works approval and
          must include in particular:
          a.   construction of new kerb and channelling offset 7.5m (3.5m lane and 4m of
               cycle lane/parallel parking) from the northern side of the existing landscaped
               median;
          b.   suitable transitions from the new kerb line to join with the existing kerb at the
               western and eastern end;
          c.   landscaping of the verge area;
          d.   construction of a pedestrian footpath in accordance with the conditions of this
               Decision Notice;
          e.   removal of the existing property accesses and reinstatement of the kerb,
               footpath and verge area to match the balance of the site frontage, including the
               provision of topsoil and turf where the existing verge is grassed.
          Condition 44 is imposed pursuant to s145 of the Planning Act 2016 being non-trunk
          infrastructure.
    Site Access and Driveways
    45.   A sealed access driveway must be provided from Mary Street to all parking and
          manoeuvring areas of the development. The works must be undertaken in
          accordance with an Operational Works approval and must include in particular:


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