Appendix A - Copy of Existing Approval · 132008.1128

                                                                                132008.1128
46.   The carparking areas shall be designed to comply with the provisions of AS/NZS
      2890.1-2004 (user Class 1A for Residential, Class 1 for Staff and Class 3 for Visitors),
      AS/NZS 2890.6:2009 (Disabled spaces) and AS 2890.2 (Commercial) with allowance
      for vehicles to enter and leave the site in a forward gear and with a minimum head
      clearance (headroom) at any point of 2.2m.
47.   The required turning/manoeuvring areas shall be line-marked with chevrons and have
      the words "No Parking" painted on the pavement. A sign shall also be provided to
      indicate that the area is a "Turning Area Only" and that "No Parking is Permitted".
48.   All carparking shall be kept, maintained and line-marked in a condition fit for use.
49.   All staff carpark spaces shall be clearly defined by line marking each space with the
      words "Staff Parking Only" and by sign posting each space with a similar wording.
Roof Water & Stormwater Drainage
50.   Roof runoff from any new dwelling/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, topping-up swimming pools, 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 / Operational Works approval
      and any overflow shall be directed to the approved stormwater drainage system.
Earthworks
51.   Earthworks required on site shall be carried out in accordance with Council's Planning
      Scheme Policy PSP5 - Engineering Design Standards, so as not to cause the
      additional ponding of water on any adjoining lands or the blockage of, or interference
      with, any natural watercourses.
52.    Earthworks carried out on site shall not affect the structural integrity of any of the
       existing fences and/or structures and/or lands that border the development site.
       Fences that are affected shall be replaced prior to the Building Certifier issuing the
       Certificate of Classification. In this regard any fences to be replaced shall be clearly
       shown on the plans submitted for Operational Works approval.
Site Stability
53.    A Geotechnical Engineer or similar qualified expert shall assess the soil condition on
       site, determine the soil classification, establish whether any measures are required to
       protect the stability of adjoining buildings and/or structures and/or land, and make
       recommendations on the type of foundation system( s) best suited for the proposed
       development. The recommendations of this report shall be incorporated into the
       design and construction of the proposed development.
General
54.    A suitably qualified Registered Professional Engineer shall prepare engineering
       drawings and specifications for all engineering works that will become Council
       infrastructure, which shall be submitted in conjunction with an application for a
       Development Permit for Operational Works. In this regard a DXF/DWG file on GDA94
       zone 56 grid of the proposed cadastre layout is to be submitted in conjunction with
       any application for Operational Works.




PD·DA·FM58f5-02104f2009                                                      Page 9 0124