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SUPERSEDED Decision Notice - 010.2006.00000159.001 [As Published] · 142006.159
NOOSA COUNCIL IDAS Development Application Decision Notice 4 of 10
0619-08 dated 23 January 2007 by Callaghan & Toth
0411-DD01C dated August 2005 by Middap & Ditchfield
M1757-03C dated 9 November 2006 by Jones Flint & Pike
25908-C1C dated 16 March 2006 by Riemac
25908-C12B dated 16 March 2006 by Riemac
1451-0-1A dated 27 April 2006 by Construction Hydraulics
1451-0-2A dated 27 April 2006 by Construction Hydraulics
or as modified herein
14. Roof and surface runoff connection to Council’s drainage system shall be as shown on drawing No. 1451-
0-2A dated 27 April 2006 By Construction Hydraulics.
15. A footpath 2.0 metres wide shall be constructed across the full Gympie Terrace frontage of the
development and footpath 1.5 metres wide shall be constructed across the Mill Street frontage of the
development. The footpaths shall have a slip resistant surface. The alignment, of which, shall be
determined on site with Council’s Construction Technical Officer. The expansion joints in any
bikeway/footpath shall be “sawcut” not trowel jointed.
16. The total required pavement thickness shall be based on the Department of Transport’s Pavement Design
Manual using soaked CBR tests of the subgrade.
The design pavement thickness, together with CBR test results shall be submitted to Council’s Manager -
Land Development for approval prior to placement of pavement material.
17. Suitable sediment control devices ("in pit” pollution control devices) shall be temporarily installed into the
first existing external downstream stormwater structure.
These devices are to be checked and cleaned on a regular basis and specifically after each rain event.
These devices are to remain in place during the civil works and construction phases of the development.
The location and type of device to be installed shall be established at the “pre start” meeting with
Council’s Construction Technical Officer and shall be installed prior to the commencement of any works.
18. Council’s Construction Technical Officer, Tony Doughty (ph 0410 512 505), shall be given seven (7) days’
notice of intention to commence works to arrange a “pre start” meeting regarding the civil works.
19. The principal contractor must have all the appropriate insurance and public liability documentation to carry
out the works. The principal contractor is also responsible to ensure that any sub contractors also have
the appropriate insurance and public liability documentation.
20. Prior to the “pre start” meeting, the principal contractor must be provided with a copy of Council’s signed
approved drawings and conditions by the applicant.
21. The Consulting Engineers for the project shall be currently Registered Professional Engineers of
Queensland (RPEQ). The consulting engineers are responsible for arranging all inspections, with
Council’s Construction Technical Officer or nominated staff. Council’s Construction Technical Officer shall
provide an inspection form for signing off by the Engineer at appropriate stages of construction, during on-
site meetings. Construction Technical Officer will also sign the form at each stage when conditions
required have been satisfied. The works will be accepted “On Maintenance” after this form, signed by the
inspector for each stage is complete, together with a letter from the Engineer requesting that the works go
“On Maintenance”.
22. Prior to works commencing, Council is to be advised of the Engineer (RPEQ) supervising the project.
(This person will be the contact for the project).
23. Council standards shall apply to these works unless otherwise modified herein.
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