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Delegated Report - Code - Planning OPW25 0057 · OPW25/0057
h. Details on the location of external fill/dump sites/sources, the haulage route, type of
vehicle to be utilised during filling operations and frequency of usage. NB any damage
to the existing road system as a result of haulage operations shall be fully repaired at
the applicant’s expense.
13. Any changes to the details associated with the supervising RPEQ or Principal Contractor
during construction, must be notified to council in writing within five business days of the
change occurring.
14. Any conflict between the development and an existing or proposed service must be referred
to the relevant service authority for determination prior to commencement of works.
DURING CONSTRUCTION
Engineering
15. 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.
16. 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.
17. 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.
RAL25/0004 to which this approval relates
c. All relevant Noosa Council Planning Scheme Policies, standard drawings, standard
specifications and guidelines
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)
18. 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.
19. All street surfacing must consist of a minimum depth of 45mm 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.
20. 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.
21. On street advisory cycle pavement marking must be provided at the intersection of Dianella
Ct and Lake Macdonald Dr in accordance with council requirements and relevant Standards.
22. The developer must notify Council’s Traffic Engineer for any works involving the removal or
modification of existing council traffic signs and/or parking bays prior to such works
commencing.
Page 11 of 23
Document Set ID: 23977399
Version: 6, Version Date: 22/08/2025
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