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Decision Notice - 010.2008.00000989.001 [As Published] · 132008.989
2008/989
21. The carparking area shall be designed to comply with the provisions of AS/NZS 2890.1-2004
for user class 1A with allowance for vehicles to enter and leave the site in a forward gear.
Frontage Works
22. Footpath improvements such as topsoiling, grassing, and tree planting are required to the
Sunseeker Close frontage of the site in accordance with Planning Scheme Policy PSP03
Landscaping Plants & Guidelines. Grass shall be couch, free of weeds.
23. A new 1.5m wide concrete path shall be constructed along the Sunseeker Close frontage of
the site in accordance with Council’s design standards and to an alignment that protects any
significant vegetation or any underground services. The new concrete path shall link the
existing pathway that is located alongside the eastern property boundary with the existing
concrete pathway located within the frontage of 20 Sunseeker Close. In the event the width of
the existing pathway on the frontage of 20 Sunseeker Close is less than 1.5m, the new
constructed pathway shall taper to the existing pathway network.
24. All paths, driveways and parking areas shall be designed and constructed to ensure
pedestrian safety using non-slip materials, to produce an evenly graded surface finish, and to
be in accordance with the Disability Discrimination Act 1992 and Australian Standard 1428.1
Design for Access & Mobility.
Roof Water & Stormwater Drainage
25. Roof runoff from any new building shall be directed to a rainwater storage system or tank that
is installed to ensure water from the rainwater storage system or tank is used for external uses
(such as watering gardens, irrigation, ornamental ponds, water features, topping-up swimming
pools, outdoor cleaning, etc) and for internal (ground floor) use in washing machine cold taps
and toilet cisterns. All rainwater tanks are to be designed and installed in accordance with the
Queensland Development Code (QDC) current at the time of building approval, and shall be
part of the plumbing application for approval. The location and capacity of the tank(s) shall be
clearly shown on the plans submitted for Building Works / Operational Works approval and
any overflow shall be directed to the stormwater drainage system located at Sunseeker Close.
26. All stormwater drainage (including roof water overflow from the rainwater storage system)
shall be collected and discharged so there is no net increase in stormwater runoff from the
site. Stormwater drainage permitted to drain from the site shall be discharged to Council’s
kerb & channel street drainage system in Sunseeker Close. Plans of the drainage design
shall be prepared by a Registered Professional Civil Engineer and submitted to Council prior
to obtaining a Development Permit for Operational Works.
The maximum discharge of stormwater drainage allowable to Council’s kerb & channel street
drainage system at any one location is 25 litres/second.
27. If the site will be filled, appropriate stormwater drainage pipes shall be installed within the site
to collect and discharge stormwater runoff from all adjoining properties to prevent additional
ponding/flooding on these properties.
28. All site stormwater drainage shall be by means of a gravity system.
Sewer Mains
29. The site shall be connected to Council’s existing sewerage reticulation systems and be
constructed in accordance with Council’s standards and requirements at no cost to Council.
30. The existing sewer main that is located in the adjoining property at the south west of the site
and the ‘zone of influence’ (taken as the area within a 45-degree angle measured from the
invert of the sewer main to the finished surface level) shall be accurately located and
determined by a licensed Surveyor and shown on all plans submitted for Operational Works
approval.
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