SUPERSEDED Negotiated Decision Notice - 010.2007.00001841.001 [As Published] · 132007.1841

                                                                                          2007/1841



      67.3.   A fire service (fully testable single detector check with metered bypass), where
              applicable, for flows to fire hydrants and fire sprinkler systems (excluding fire hose
              reels).
68.   Fire hydrants are to be provided throughout the development in accordance with Council
      Engineering Design Standards and in accordance with Queensland Fire Service Standards.
Service Easements (Sewer / Stormwater)
69.   A registered easement shall be created over the zone of influence of all sewers within the
      subject site and over those parts of the subject site that are impacted upon by sewers on any
      adjoining sites. The easements shall generally be parallel to and centred over the sewer main
      and be equivalent in width to twice the depth to invert level of the sewer at the deepest point
      within the allotment (measured from the finished surface) and be no less than 3.0m wide
      overall. In this regard a licensed surveyor shall accurately locate all sewer mains and
      determine the necessary width of the easement, which shall be shown on any plans submitted
      for Operational Works / Building Works approval. To this extent the surveyor shall certify that
      the sewer and the zone of influence is wholly contained within the easement to be created.
      In addition to this the Applicant’s Solicitor shall give Council’s Solicitor an appropriate
      undertaking in writing that the Title Deed and the easement documents will be lodged at the
      Land Titles Office and any additional Titles Office forms or requisitions requiring the consent of
      Council will be attended to promptly.

      A duly executed copy of the easement shall be submitted to Council for perusal prior to the use
      commencing.

      Any changes required by Council’s Solicitor must be corrected immediately.
70.   A registered easement shall be created over any stormwater drainage pipes within the site that
      collect stormwater from a Council road or convey stormwater from any adjoining property (for
      example, where drainage pipes are provided within the site to prevent adjacent properties from
      additional ponding/flooding due to the subject site being filled).
71.   No building or other structure shall be constructed or encroach over an easement.
Earthworks
72.   Earthworks required on site shall be carried out in accordance with Section 3.8 of Council’s
      Engineering Design Standards Manual and so as not to cause the additional ponding of water
      on any adjoining lands or the blockage of, or interference with, any natural watercourses.
73.   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.
Acid Sulfate Soils
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74.   As the site is located below the 5m AHD, any excavation works consisting of 100m or greater
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      and/or any filling works consisting of 500m or greater and with an average depth of 0.5m or
      greater will need to be carried out in accordance with State Planning Policy 2/02 Planning and
      Managing Development Involving Acid Sulfate Soils. In this regard appropriate testing and
      supporting documentation prepared by a suitably qualified specialist shall be submitted to
      Council for approval prior to obtaining a Development Permit for Operational Works.




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