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2022-07-12 Planning & Environment Meeting Agenda
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PLANNING & ENVIRONMENT COMMITTEE MEETING AGENDA 12 JULY 2022
AS/NZS2890.1:2004 - Parking Facilities;
c. The additional visitor car space must be provided adjacent to one of the proposed
visitor spaces.
26. All car parking areas and access driveways must be maintained exclusively for vehicle
parking and manoeuvring and kept in a tidy and safe condition at all times.
27. Directional signage must be provided to direct visitors to the car parking spaces
provided on site.
Pedestrian and Bicycle Facilities
28. Pedestrian and bicycle facilities must be provided for the development. The works
must be undertaken in accordance with an Operational Works approval and must
include in particular:
a. a 2.0 metre wide footpath within the road verge for the entire length of the site’s
frontage to Toolar Street together with transitions to the existing pathway on
either side of the site
Condition 28 is imposed pursuant to s145 of the Planning Act 2016 being non-trunk
infrastructure.
Stormwater Drainage
29. The site must be provided with a stormwater drainage system connecting to a lawful
point of discharge. The works must be undertaken in accordance with an Operational
Works approval and the Queensland Urban Drainage Manual, and must include in
particular:
a. 7kL of storage for roofwater capture and reuse. The storage tank is to receive
only roofwater runoff and is to be provided with a solid lid to prevent the inflow of
surface runoff. A backflow prevention device is to be fitted to restrict the backflow
of water in the detention tank into the roofwater storage;
b. Captured roofwater is to be plumbed to communal non-potable fixtures, including
bin washdown and landscape irrigation;
c. Stormwater pits receiving surface runoff are to be provided with litter-baskets;
and
d. An underground detention tank is to be provided within the site to ensure site
discharges achieve non-worsening for the range of durations relevant to the
downstream drainage network.
30. In conjunction with the development application for Operational Works, revised
detention tank design calculations and documentation is to be provided which identifies
all assumptions and the methodology applied in deriving the tank design, and which is
based on the recommendations of Australian Rainfall and Runoff 2019 and QUDM
2017. Ensemble temporal patterns are to be utilised for the analysis as well as the
current rainfall intensities recommended by Bureau of Meteorology. The detention tank
is to achieve non-worsening for the range of durations and recurrence intervals relevant
to the downstream drainage network.
Condition 30 is imposed pursuant to s145 of the Planning Act 2016 being non-trunk
infrastructure.
Services
31. Reticulated electricity and telecommunication services must be provided to the
development in accordance with the standards and requirements of the relevant
service provider.
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