Decision Notice - Change to an Existing Approval - 010.2006.00000159.002 [As Published] · 142006.159.02

                                                                                       2006/159

            25908-C1C           dated 16 March 2006     by Riemac
            25908-C12B          dated 16 March 2006     by Riemac
            1451-0-1A           dated 27 April 2006     by Construction Hydraulics
            1451-0-2A           dated 27 April 2006     by Construction Hydraulics
            or as modified herein
14.   Roof and surface runoff connection to Council’s drainage system shall be as shown on
      drawing No. 1451-0-2A dated 27 April 2006 By Construction Hydraulics.
15.   A footpath 2.0 metres wide shall be constructed across the full Gympie Terrace frontage of the
      development and footpath 1.5 metres wide shall be constructed across the Mill Street frontage
      of the development. The footpaths shall have a slip resistant surface. The alignment, of which,
      shall be determined on site with Council’s Construction Technical Officer. The expansion joints
      in any bikeway/footpath shall be “sawcut” not trowel jointed.
16.   The total required pavement thickness shall be based on the Department of Transport’s
      Pavement Design Manual using soaked CBR tests of the subgrade.
      The design pavement thickness, together with CBR test results shall be submitted to Council’s
      Manager - Land Development for approval prior to placement of pavement material.
17.   Suitable sediment control devices ("in pit” pollution control devices) shall be temporarily
      installed into the first existing external downstream stormwater structure.
      These devices are to be checked and cleaned on a regular basis and specifically after each
      rain event.
      These devices are to remain in place during the civil works and construction phases of the
      development.
      The location and type of device to be installed shall be established at the “pre start” meeting
      with Council’s Construction Technical Officer and shall be installed prior to the
      commencement of any works.
18.   Council’s Construction Technical Officer, Tony Doughty (ph 0410 512 505), shall be given
      seven (7) days’ notice of intention to commence works to arrange a “pre start” meeting
      regarding the civil works.
19.   The principal contractor must have all the appropriate insurance and public liability
      documentation to carry out the works. The principal contractor is also responsible to ensure
      that any sub contractors also have the appropriate insurance and public liability
      documentation.
20.   Prior to the “pre start” meeting, the principal contractor must be provided with a copy of
      Council’s signed approved drawings and conditions by the applicant.
21.   The Consulting Engineers for the project shall be currently Registered Professional Engineers
      of Queensland (RPEQ).          The consulting engineers are responsible for arranging all
      inspections, with Council’s Construction Technical Officer or nominated staff. Council’s
      Construction Technical Officer shall provide an inspection form for signing off by the Engineer
      at appropriate stages of construction, during on-site meetings. Construction Technical Officer
      will also sign the form at each stage when conditions required have been satisfied. The works
      will be accepted “On Maintenance” after this form, signed by the inspector for each stage is
      complete, together with a letter from the Engineer requesting that the works go “On
      Maintenance”.
22.   Prior to works commencing, Council is to be advised of the Engineer (RPEQ) supervising the
      project. (This person will be the contact for the project).
23.   Council standards shall apply to these works unless otherwise modified herein.
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