Decision Notice - 010.2008.00000892.001 [As Published] · 142008.892

                                                                                           2008/892



      08/85-2                      Section A, Detail 1, Detail 2 & Detail 3 –   May 2008
                                   John Norden & Associates
      08/85-3                      Elevation, Framing Elevation, Framing        May 2008
                                   Layout & Section X - X – John Norden
                                   & Associates

      and may be amended by these conditions.
2.    Structures should be designed and constructed such that they are free standing within the
      waterway and are not connected to or behind the revetment wall.
3.    Jetties should have a level-walking surface of R.L 1.000 A.H.D or be level with the top of the
      revetment wall.
4.    A rigid handrail shall be fitted on one side of the walkway.
5.    No posts or vertical supports of the proposed jetty are to extend vertically from the structure
      unless they provide support for the handrail.
6.    The boat lifting devices are to be located in conjunction with the approved jetty and shall not
      extend beyond the end of the approved jetty and with an overall width no greater than 4.0m.
7.    The boat lifting devices are to be fixed to the approved jetty as such they form part of the
      structure and generally perpendicular to the revetment wall.
8.    There shall be no electrical reticulation system carrying electricity in excess of 24 volts beyond
      the revetment wall.
9.    Lighting associated with the use shall be designed, installed, operated, and maintained in
      accordance with Section 3 of AS4282 Control of the Obtrusive Effects of Outdoor Lighting.
10.   Rock scour protection, wrapped in geotextile, extends 750mm from the face of the revetment
      wall in this locality. Piles are to be located clear of this rock protection.
11.   The jetty is to be used for private purposes only with no commercial operations to be
      undertaken.
12.   Boat repair activities will not be permitted on site.
13.   Wastewater and sullage shall only be disposed of at approved pumpout facilities.
14.   The mooring facility shall not be utilised for live-aboard purposes.
15.   Any construction and post construction activity is not to impact on the condition of the
      waterway, and is to be conducted so as not to breach the Environmental Protection Act EPA
      (1994) and the Environmental Protection (Water) Policy 1997.
16.   The approval or conditions do not constitute a ruling on structural safety and the applicant
      must make their own arrangement to ensure adequacy of design and work. Also any approval
      granted does not warrant that such plans and specifications have been checked in detail, nor
      does it absolve the owner of the land from complying with all the conditions of this approval
      and/or relevant Council By-Laws and Policies and/or relevant statues and/or statutory
      regulations in the execution and/or performance of said works. The Council does not accept
      any responsibility for the accuracy of such plans
17.   Certification by a Registered Professional Engineer of Queensland that states that the jetty
      and boat lift are constructed in accordance with best practice methods and are structurally
      sound shall be submitted to Council prior to the return of any bond monies held by Council. A
      final inspection and approval of the structures by Council’s Inspector is also required prior to
      the return of any bond monies held by Council. Please contact Council’s Land Development
      Section to arrange the inspection.


                                                                                       Page 2 of 7