P & E Court Appeal No 344 of 2009 Judgement 5/07/13 - Hofmann · 152006.1999

        (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 interna! 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 Holiett Road extending from the cui-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 Holiett 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.
A new intersection with Holiett Road must be constructed at a point approximately
100 metres from Eumundi-Noosa Road, and joining the new formation of Holiett 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 Holiett 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
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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