Decision Notice - 010.2008.00000310.001 [As Published] · 132008.310

                                                                                         2008/310



Land Development
Lot Amalgamation
13.   All separate, adjoining lots that form part of this application shall be amalgamated into one
      undivided allotment in accordance with Section 3.7.3 of the Integrated Planning Act 1997 and
      the Plan of Survey submitted for registration at the Land Titles Office. Proof of title being
      issued for the amalgamated lot shall be submitted to Council prior to the issue of the
      Development Permit for Building Works.
Frontage Works
14.   Footpath improvements such as topsoiling, grassing, and tree planting are required to the
      David Low Way and Woodland Drive frontages of the site in accordance with Planning
      Scheme Policy PSP03 Landscaping Plants & Guidelines. Grass shall be couch and free of
      weeds.
15.   All paths, pram ramps, driveways and parking areas shall be designed and constructed to
      ensure pedestrian safety using non-slip materials, to produce an evenly graded surface finish,
      and to be in accordance with the Disability Discrimination Act 1992 and Australian Standard
      1428.1 Design for Access & Mobility.
Roof Water & Stormwater Drainage
16.   Roof runoff from any new building shall be directed to a rainwater storage system or tank that
      is installed to ensure water from the rainwater storage system or tank is used for external uses
      (such as watering gardens, irrigation, ornamental ponds, water features, outdoor cleaning, etc)
      and for internal (ground floor) use in washing machine cold taps and toilet cisterns. All
      rainwater tanks are to be designed and installed in accordance with the Queensland
      Development Code (QDC) current at the time of building approval, and shall be part of the
      plumbing application for approval. The location and capacity of the tanks shall be clearly
      shown on the plans submitted for Building Works approval and any overflow shall be directed
      to the kerb and channel located in Woodland Drive.
17.   All stormwater drainage (including roof water overflow from the rainwater storage system)
      shall be collected and discharged so there is no net increase in stormwater runoff from the
      site. Stormwater drainage permitted to drain from the site shall be discharged to Council’s
      kerb & channel street drainage system in Woodland Drive. Plans of the drainage design shall
      be prepared by a Registered Professional Civil Engineer and submitted as part of any
      application for a Development Permit for Building Works.
      The maximum discharge of stormwater drainage allowable to Council’s kerb & channel street
      drainage system at any one location is 25 litres/second.
18.   All site stormwater drainage shall be by means of a gravity system.
19.   The site shall be sufficiently stabilised at all times to ensure no scour or sediment laden runoff
      to the Council’s kerb & channel street drainage system
Sewer Mains
20.   The site shall be connected to Council’s existing sewerage reticulation systems and be
      constructed in accordance with Council’s standards and requirements at no cost to Council.
21.   The existing sewer main that traverses the site and the ‘zone of influence’ (taken as the area
      within a 45-degree angle measured from the invert of the sewer main to the finished surface
      level) shall be accurately located and determined by a licensed Surveyor and shown on all
      plans submitted for Building Works approval.
      In respect of the ‘zone of influence’ the proposed building shall be relocated so that it is not
      located within the ‘zone of influence’.



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