2014-12-18 Ordinary Meeting Minutes

ORDINARY MEETING MINUTES                                                       18 DECEMBER 2014


              b.    pram ramps on both sides of “Masonry Street” at the intersection with
                    Cordwood Drive
              c.    the pathway and footbridge located generally as shown on plan number
                    1225-62A dated 9/14 prepared by Callaghan and Toth excepting that the
                    pathway sections are to be a minimum 2 metres wide.
              The footpath and footbridge to be dedicated are “non-trunk infrastructure” for
              the purposes of the Sustainable Planning Act 2009.
        Stormwater Drainage.
        18.   The site must be provided with a stormwater drainage system connecting to a
              lawful point of discharge. The works must be undertaken in accordance with an
              Operational Works approval, and must include in particular:
              a.    The drainage structures generally as shown on the Approved Plans
              b.    provision of kerb adapters for all new lots that discharge into the new road
              c.    extension of the site stormwater system to accommodate stormwater
                    from Lot 1 RP173883 and other applicable areas external to the site,
                    including registration of drainage easements
              d.    a maintenance path to the bioretention basin that is suitable for Council’s
                    maintenance vehicles
              All infrastructure to be dedicated is “non-trunk infrastructure” for the purposes of
              the Sustainable Planning Act 2009.
        19.   The existing stormwater drainage system for Lots 5-7 on SP266743 must be
              modified to discharge into the bioretention basin.
        20.   A stormwater quality treatment system must be provided for the development.
              The works must be undertaken in accordance with an Operational Works
              approval and the Bioretention Technical Design Guidelines (Water by Design)
              and must include in particular:
              a.    stormwater quality treatment devices generally in accordance with the
                    Approved Plans
              b.    bioretention devices which:
                    i.        are designed generally in accordance with IPWEQA Standard
                              Drawing No. WSUD-001
                    ii.       are designed to ensure that flows which exceed the treatment
                              capacity of the device avoid damaging of the filter media or
                              subjecting the filter media to excessive sediment loads
                    iii.      are provided with a free-draining outlet from the sub-soil drainage
                              system
              All infrastructure to be dedicated is “non-trunk infrastructure” for the purposes of
              the Sustainable Planning Act 2009.
        21.   Detailed life cycle costing must be prepared for the stormwater quality
              treatment system by a Registered Professional Engineer Queensland and
              submitted to Council prior to the issue of any Development Permit for
              Operational Works.




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