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Delegated Report - Code - Planning OPW26 0033 (As Published)
a. Organise formal inspection with Council’s delegate.
b. Submit to Council (with each inspection request) a Rehabilitation Status Report (written
and photographic), mapping:
i. The condition of the regeneration area.
ii. Detailing works undertaken in the previous year.
iii. The percentage cover of indigenous recruitment.
iv. Measuring the works against the approved Vegetation Covenant Area –
Rehabilitation Management Plan.
DURING CONSTRUCTION
Engineering
32. 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.
33. 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.
34. 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 Reconfiguration of Lot approval viz.
RAL19/0014 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.
Roadworks (External Roadworks & Road Widening Works)
35. All pavement widening or construction of new pavement must join neatly to the existing
pavement so that there are no irregularities in line or level resulting at or adjacent to the join
for the length of the construction. Where necessary the existing pavement must be brought
to a satisfactory standard to allow for the above.
36. All street surfacing must consist of a minimum depth of 30mm of an approved hot mixed
asphaltic concrete, unless other pavement types are approved as feature areas in
intersection thresholds, speed control devices, turning areas, indented parking etc.
37. The installation and/or modification of any traffic signs, street signs, line marking and Raised
Reflective Pavement Markings (RRPMs) must be in accordance with the Manual of Uniform
Traffic Control Devices (MUTCD). New or relocated signage must be installed using the VLok
installation system. All new signage must be Class 1 retroreflective material in accordance
with AS 1906.1, Retroreflective materials and devices for road traffic control purposes – Part
1: Retroreflective sheeting.
Pavement Design and Construction
38. 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.
Page 17 of 27
Document Set ID: 25027781
Version: 3, Version Date: 13/08/2026
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