SUPERSEDED Decision Notice - 010.2009.00000879.001 [As Published] · 132009.879

                                                                                         2009/879




Vehicle Access
26.   The driveway shall be a maximum of 4.5 metres wide at the kerb pursuant to the Detached
      House Driveways Code.
27.   The driveway shall be designed and constructed to Council’s design standards and to
      grades that prevent vehicles from scraping and/or bottoming whilst also allowing pedestrians
      movements along the footpath without any step or level difference. The grades of the
      driveway shall comply with AS/NZS 2890.1-2004
28.   A Road/Footpath Permit shall be completed and submitted for the construction of the access
      driveway in accordance with Council’s Local Law No.8. If approval is given the driveway
      shall be constructed in accordance with Council’s standard drawings, which shall be
      provided at time of approval. A minimum cover of 750mm must be maintained over the
      Council sewer branch located under the proposed driveway.
29.   The proposed driveway must be located clear of the existing water meter.
30.   All redundant vehicular crossings to the site shall be removed and replaced by kerb &
      channel, footpath paving and landscaping such as trees and grasses in accordance with
      Council’s Standard specifications prior to commencement of the use permitted by this
      permit.
Roof Water & Stormwater Drainage
31.   Roof runoff from any new dwelling 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 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.
32.   A Registered Professional Civil Engineer shall prepare and certify the plans of the drainage
      design. All stormwater drainage (including roof water overflow from the rainwater storage
      system) shall be collected within the site 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:
      32.1.   by an approved method (eg on-site absorption pit) constructed within the site that is
              designed to ensure no adverse impact on the natural slope and the adjoining
              properties and the natural reserve/s or/and,
      32.2.   to street’s kerb & channel drainage system in Arakoon Crescent.
Sewer Mains
33.   The site shall be connected to Council’s existing sewerage reticulation and town water
      supply systems and be constructed in accordance with Council’s standards and
      requirements at no cost to Council.
34.   A minimum clearance of 1.0 metre must be maintained from the pump up connection point to
      any building or structure.
35.   Construction works undertaken in the vicinity of Council water supply or sewerage
      infrastructure must not adversely affect the integrity of the infrastructure. All costs associated
      with repair, replacement or alteration of infrastructure must be met by the applicant



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