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2022-08-15 General Committee Meeting Agenda
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GENERAL COMMITTEE MEETING AGENDA 15 AUGUST 2022
50. Directional signage must be provided to direct visitors and customers to the car parking
spaces provided on site.
Security Access to Carpark
51. Where access to the carpark is proposed to be restricted by a security gate, provision must
be made for queuing of vehicles clear of the roadway while waiting for the security gate to
open.
52. Where a secure carpark services a commercial use on the site, the security gate must remain
open at all times while commercial uses on the site are open for business. The requirements
of this condition must be included in the Community Management Statement for anybody
corporate for the subject site.
Service Vehicles
53. Service vehicle parking, manoeuvring and standing spaces must be provided on the site.
The works must be undertaken in accordance with an Operational Works approval and must
include in particular:
a. 1 ambulance space; and
b. 1 SRV space.
Pedestrian and Bicycle Facilities
54. 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 metre wide concrete footpath within the road verge for the entire length of the site’s
frontage to Hoffman Drive and the internal service road;
b. signage and lighting at strategic locations to direct people to building entries and public
toilet facilities;
c. a total of 16 bicycle parking spaces; and
d. end of trip facilities involving 8 lockers, 2 male and female showers and change rooms
within the development.
Water Quality
55. A stormwater quality treatment system must be provided for the development. The works
must be undertaken in accordance with an Operational Works approval and the latest version
of the Water Sensitive Urban Design Technical Design Guidelines for South East
Queensland, and must include in particular:
a. stormwater quality treatment devices of a size and location generally in accordance
with those shown in Stormwater Management Plan, prepared by MPN Consulting,
dated 27th June 2022;
b. bioretention devices which:
i. demonstrate that Bio basin 1 is able to gravity drain to the existing stormwater
infrastructure on site. The outlet pipe grade must be a minimum of 0.5% to
ensure the bio basin is free draining.
ii. are designed generally in accordance with the Bioretention Technical Design
Guidelines (Water by Design, 2012)
iii. are designed, where applicable, generally in accordance with IPWEQA Standard
Drawing No. DS-073, DS-075, DS-076, and DS-078
iv. are provided with a free-draining outlet from the sub-soil drainage system
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