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Decision Notice - Change to an Existing Approval - 010.2005.00002200.003 [As Published] · 132005.2200.03
2005/2200
16. The use of vibratory equipment of any kind is not permitted to be used, including vibrating
rollers, the use of vibrating installation techniques for sheet piling and other construction
vibrations caused by excavating, earthmoving or demolition machinery or other similar
construction techniques.
17. The construction management plan is to be adhered to.
18. A RPEQ is to be engaged by the client to oversee the piling works.
19. The applicant’s Geotechnical engineer will be required to be on site for any major excavation.
The construction of the whole of the foundations is to be overseen and directed by a
consulting Geotechnical engineer. If there is a risk of sand movement occurring, all work shall
be suspended until such steps, approved by the applicant’s Geotechnical engineer, have been
taken to ensure that no further slippage will result.
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.
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