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Delegated Report - Code - Planning OPW24 0125 · OPW24/0125
25. The developer must meet any costs to repair damage to any Council asset during
construction, where damage is a result of the development works. Damage to assets must
be repaired immediately where it creates a hazard to the community. In circumstances where
the damage does not create a hazard to the community, it must be repaired immediately on
completion of the works associated with the development.
26. All works must be supervised by a Registered Professional Engineer of Queensland (RPEQ)
who is independent of the Developer and Principal Contractor, and they must certify that all
works conform to the Operational Works permit. Where municipal works are involved, such
confirmation must be submitted for the respective hold points prior to any site inspection by
Council Officers.
27. All works must be constructed and work procedure undertaken in accordance with:
a. the approved plans/documents and conditions detailed in this Decision Notice;
b. the relevant conditions of the higher order Material Change of Use approval viz.
132001.210127.04 to which this approval relates;
c. all relevant Noosa Council Planning Scheme Policies, standard drawings, standard
specifications and guidelines; and
d. the latest version of the Healthy Waterways document “Water Sensitive Urban Design
Technical Design Guidelines for South East Queensland” for all water quality devices
to be constructed on site.
Pavement Design and Construction
28. The pavement designs shown on the engineering drawings are not approved. To attain
approval for the pavement design, the following details must be submitted and certified by
an RPEQ with the proposed pavement design.
a. the design CBR must be based on the four day soaked CBR value for the subgrade
material;
b. the design subgrade CBR must be representative of each homogenous insitu section
of finished subgrade. With respect to each section:
i. for four or less test results, the design CBR must be taken as the least estimated
insitu CBR result; or
ii. for five or more test results, the design CBR must be taken as the 10th percentile
of all estimated insitu CBR results;
c. the samples must be taken generally in the position of the outer wheel path on both
sides of the proposed road. A sketch plan showing the location of all tests must be
submitted with the test results for pavement design approval; and
d. where imported material has been (or is proposed to be) used for subgrade
replacement, and the depth of the imported material is less than 300mm, the pavement
design CBR must be based on the testing results of the insitu material and not the
imported material.
29. At the time of subgrade inspection, the subgrade must exhibit no visible signs of deformation
under proof rolling by a fully loaded water truck. The pavement subgrade will not be passed
until this requirement has been achieved.
30. Pavement design for privately owned works must be undertaken in accordance with the
relevant standards. Structural integrity of the driveway and car park areas will remain the
responsibility of the property owner/developer and must be certified by an RPEQ.
Page 12 of 19
Document Set ID: 23410526
Version: 6, Version Date: 14/01/2025
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