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RFI - RECOR RFI Response · MCU22/0197
27th February 2023
Ref: MCU22/0197, OPW22/0296, RAL22/0031
Noosa Council
PO Box 141
TEWANTIN QLD 4565
Attention: Lisa Pienaar
Dear Lisa,
Re: Information Request
At: 73 Southern Cross Pde, Sunrise Beach, Qld 4567
With reference to the abovementioned information request for the development
application (ref: MCU22/0197, OPW22/0296, RAL22/0031), we have prepared an update
to the engineering aspects of the submission to address the issues raised in the request as
follows:
8. Provide additional detail on the proposed driveway and crossover. The detail must
be prepared by a suitably qualified person (RPEQ – Registered Professional Engineer
of Queensland) and include, but not be limited to:
a. a design generally in accordance with RS-049, RS-050 and any associated
addendum;
b. dimensions, levels and grade of the access driveway;
The civil engineering drawings have been amended to provide this additional detail.
9. Provide additional detail demonstrating how trip hazards will be eliminated within
the road reserve due to the construction of the proposed driveway crossover. Please
note that Council is unlikely to support private retaining structures within the road
reserve. The amended plan must be prepared by a suitably qualified person (RPEQ –
Registered Professional Engineer of Queensland) and include, but not be limited to:
a. the full extent of the transition to the adjoining areas of verge.
Trip hazards are to be eliminated within the road reserve by locally shaping batters and
verge grades associated with the proposed crossover, to ensure positive drainage
towards the road’s kerb and channel whilst eliminating the need for private retaining
structures within the road reserve.
10. Provide amended Vehicle Swept Path Plans demonstrating that vehicles are able
to enter and exit the site without the vehicle body envelope colliding with any features
of the proposed development. The additional detail must be prepared by a suitably
qualified person (RPEQ – Registered Professional Engineer of Queensland).
The civil engineering drawings have been amended to provide this additional detail.
P +61 7 5211 1003 A 37 Mary St, Noosaville Qld 4566 E [email protected] recorconsulting.com
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12. Provide a Geotechnical Engineer report demonstrating the proposed works will
have no adverse effects on the existing slope stability conditions of the subject site or
any of the adjoining properties. The report must be prepared by a suitably qualified
person (RPEQ – Registered Professional Engineer of Queensland) and include
construction methodology, foundation recommendations etc.
13. Provide additional detail demonstrating how the proposed earthworks will not
undermine the structural integrity of adjoining properties.
A geotechnical report has been attached detailing the assessment of the proposed
development on the site’s slope stability. The construction methodology for the
development will incorporate the recommendations of the geotechnical report and will
be overseen by suitably qualified person/s during construction, to minimise any potential
impacts to adjoining properties.
We believe the revised design addresses the requirements of the RFI and should further
information be required please contact this office.
Yours faithfully,
RECOR Pty Ltd
Jaro Bauleka
Civil Engineer
RPEQ: 20693
P +61 7 5211 1003 A 37 Mary St, Noosaville Qld 4566 E [email protected] recorconsulting.com
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