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2019-07-18 Ordinary Meeting Agenda
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ORDINARY MEETING AGENDA 18 JULY 2019
67. Prior to the issue of any Building Approval and commencement of the
construction of Stage D (refer Site Plan DA 01F) in the northwest corner of the
site, an Operational Works approval shall be obtained to address necessary
vehicle access arrangements and additional vehicle movements to, and within
the site.
B. Include the following new conditions:
68. Staging of the development is to be in accordance with Site Plan DA 01F (as
annotated by Council).
Access for Stage D
69. Vehicular access arrangements must be varied to allow for an alternative
access arrangement for northern vehicle access to the site from Goodchap
Street. The alternative access arrangement shall be generally in accordance
with Drawing No. 17548-C003 Rev B prepared by TOD Noosa dated 14
September 2018. The works shall include but not be limited to:-
i. The linemarking necessary to provide the right turn lane and associated
medians,
ii. The direction linemarking within the existing access,
iii. The widening of the current vehicle crossover, and
iv. Any works associated with the existing Telstra pit to the satisfaction of
Telstra. Suitable certification from Telstra shall be submitted to Council
prior to the commencement of any works and at the completion of the
works.
Further, a schedule of works, specifications and plans detailing this work shall
be prepared and submitted to Council for approval as part of an application for
Operational Works
Pedestrian Access – Stage D
70. The pedestrian bridge (as annotated on the approved plans) cannot be
constructed until a road closure approval has been obtained from the
Department of Natural Resources and Mines. Council’s consent is to be
obtained prior to the application being lodged with the Department.
Stormwater Management – Stages C & D (Lot 3 RP264909)
71. The stormwater management design must be submitted with an Operational Works
application and must demonstrate that the bioretention basin will only receive
stormwater flows from catchments the bioretention basin is modelled to treat for
water quality improvement purposes (i.e. Sub 2 as detailed on Figure 4 in the
Stormwater Management Plan for Lot 4 Good Chap Street Noosaville by Aquaintel
dated 25 June 2017). Any detention area required for catchments that are not
modelled to be treated by the bioretention basin, must be redirected around or
under the bioretention basin.
72. Prior to commencement of use of any stage serviced by a stormwater quality
treatment device, such as a bioretention basin, the Community Management
Statement must be updated to identify and schedule the maintenance
requirements for the stormwater quality treatment device asset for that relevant
stage.
73. Vegetated stormwater quality treatment infrastructure must be maintained in
accordance with the manufacturer’s specifications or for vegetated stormwater
quality improvement assets, the Water by Design Guideline for Maintaining
Vegetated Stormwater Assets
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