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COMPILED Decision Notice [As Published] · 132005.2200.02
NOOSA COUNCIL IDAS Development Application Decision Notice 5 of 18
Land Development
Lot Amalgamation
20. All separate, adjoining lots that form part of this application shall be amalgamated into one undivided lot in
accordance with Section 3.7.3 of the Integrated Planning Act and the Plan of Survey submitted for
registration at the Land Titles Office. Proof of title being issued for the amalgamated lot shall be
submitted to Council prior to the use commencing.
Vehicle Access
21. Vehicle access to the development shall be provided off Seaview Terrace via a variable width driveway
(4.5m wide at edge of the road bitumen and 6.5m wide at the property boundary) generally in accordance
with the submitted Drawing Nos 06668 – C3 (A) and 06668 –C4 (A) dated December 2006 by TOD
Noosa, except as modified herein.
22. The driveway shall be designed and constructed to Council’s design standards and to grades that prevent
vehicles from scraping and/or bottoming whilst also allowing pedestrians movements along the footpath
without any level difference. Should any driveways be constructed to grades that do not comply with
AS2890.1-2004, Council will require that the driveway be removed and reconstructed to levels that do
comply.
Please note, a step between the driveway and the footpath shall be avoided, as it is preferred to have the
footpath continue at a constant grade to minimise the potential for pedestrians to trip or fall.
23. The design and the construction of the access drive shall ensure that surface runoff is directed away from
the garage and that an overland secondary flow path and/or adequate grated drain shall be provided and
constructed to discharge in a manner that does not cause scouring to the sand dune slope or adversely
impact on the adjoining properties.
Carparking
24. Carparking shall be provided within the site as shown on the submitted Drawing No 06668 –C4 (A) dated
December 2006 by TOD Noosa, except as modified herein.
25. The carparking area shall be designed to comply with the provisions of AS 2890.1-2004 for user class 1A
with a minimum head clearance (headroom) at any point of 2.2m.
Vegetation Protection & Preservation
26. All vegetation removal shall be minimised. Any bared soil shall be revegetated immediately, or protected
from erosion (eg by using erosion control matting) until revegetated.
27. Where retained trees are located in areas proposed to be filled on site (or are located on neighbouring
allotments to the actual site to be filled), there will be a need to prevent fill material from being placed on
the trees root system. To this end the design of the filling works will need to incorporate terracing around
the tree or a similar means of ensuring that the natural ground level around the trees remains generally
the same as existing. These measures shall clearly be shown on the plans submitted for Operational
Works approval and any drainage required to drain these areas shall also be shown on the plans.
Frontage Works
28. Footpath improvements such as topsoiling, grassing, and tree planting are required to the frontage of the
site in accordance with Planning Scheme Policy PSP03 Landscaping Plants & Guidelines. Grass shall be
couch, free of weeds.
Stormwater Drainage
29. All stormwater drainage shall be collected on site and discharged generally in accordance with the
engineering plans, Drawings Nos 1658 and 1658-1 dated 13 December 2006 by Construction Hydraulic
Building Service Engineers and as amended by the Plumbing Permit.
30. Roof runoff from any new dwelling shall be directed to a rainwater storage system or tank (minimum
storage 5000 litres per dwelling) that is installed to ensure water from the tank can be used for external
uses (such as watering gardens, irrigation, ornamental ponds, water features, topping-up swimming pools,
outdoor cleaning, etc) and for use in flushing of toilets internal to the dwelling or as approved in the
Plumbing Permit. All rainwater tanks are to be designed and installed in accordance with the Queensland
Development Code (QDC), Part 25 – Rainwater Tanks, and shall be part of the plumbing application in
conjunction with the building approval. The location and capacity of the tank and infiltration trenches shall
be clearly shown on the plans submitted for Building Works approval and any overflow shall be directed to
infiltration and/or overflow trenches generally in accordance with Drawings Nos 1658 and 1658-1 dated
13/12/2006 by Construction Hydraulic Building Service Engineers and ensuring not to adversely impact on
the sand dune slope and/or the adjoining properties. A Compliance Permit for plumbing works shall be
required.
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