2018-01-15 GC Agenda - Attachment 1 to Item 6 - P&E Court Appeal 344 of 2009

              (ii)    Constructed such that it is immune from flooding during a peak 10
                      year ARI event and has maximum depth of inundation of 250 mm
                      and DV < 0.6 during a peak 100 year ARI flood event. Crossings
                      shall be constructed such that there are no offsite flood impacts on
                      land not owned by Council. Further, the road crossings shall be
                      constructed such that they do not change the standing water level
                      within the land upstream of the road;
              (iii)   Aligned generally along the centreline of the existing track and varied
                      where necessary to preserve existing significant vegetation;
              (iv)    Remove the temporary turnaround area adjacent to Lot 9;
              (v)     A temporary turnaround facility must be constructed adjacent to the
                      eastern boundary of Lot 49. The temporary turnaround facility must
                      be in accordance with an Operational Works approval and must be of
                      sufficient size to accommodate the 3-point turn manoeuvre of a
                      Waste Collection Vehicle (WCV);
              (vi)    Intersections with the proposed internal road; and
              (vii)   Installation of street lighting at the intersections and elsewhere as
                      required.
              These works must be completed prior to the sealing of the Survey Plan for
              Stage 2.

      (c)     Stage 4 - that part of Hollett Road extending from the cul-de-sac turnaround
              area adjacent to Lot 49 to the eastern side of the Walter Hay Drive culvert
              shall be:
              (i)     Designed and constructed with a 4 metre wide sealed surface on a 4
                      metre wide formation;
              (ii)    Include a single passing bay on the eastern side of Walter Hay Drive
                      underpass and a “Give Way” sign, and elsewhere where site lines
                      are obstructed;
              (iii)   That part of Hollett Road extending from the eastern side of the
                      culvert for Walter Hay Drive to the existing access track within Lot 52
                      shall be designed and constructed with a 4 metre wide gravel surface
                      formation; and
              (iv)    The temporary turnaround adjacent to the eastern boundary of Lot 49
                      must be sealed.
19.   A new intersection with Hollett Road must be constructed at a point approximately
      100 metres from Eumundi-Noosa Road, and joining the new formation of Hollett Road
      (required by condition 16) to the existing formation. The works must be undertaken
      in accordance with an Operational Works approval and must include in particular:
      (a)     vehicle priority maintained east/west along the existing Hollett Road;
      (b)     provision of sight distances adequate for the design speed of the road;
      (c)     Street signage and line-marking; and
      (d)     Street lighting with the number of street lights and their location to be
              determined at operational works stage.
      These works must be completed prior to the sealing of the Survey Plan for Stage 1.
      Site Access and Driveways
20.   A sealed access driveway must be provided for all lots with a swale/bioretention
      swale drain located in their frontage, if applicable. The access driveway must extend
      from the edge of the road formation to the property boundary. The works must be
      undertaken in accordance with an Operational Works approval and must include in


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