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2018-11-15 Ordinary Meeting Agenda
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ORDINARY MEETING AGENDA 15 NOVEMBER 2018
c. 1 courtesy bus space within the total.
d. 2 disabled parking space/s within the total.
e. dimensions, crossfalls and gradients in accordance with Australian
Standard AS2890: Parking Facilities.
f. Provision of 20 bicycle parking spaces.
48. 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.
49. Directional signage must be provided to direct visitors and customers to the car
parking spaces provided on site.
Service Vehicles
50. 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.
Pedestrian and Bicycle Facilities
51. 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 footpath within the road verge for the entire length of the
site’s frontage to Mary Street.
Condition 51 is imposed pursuant to s128 of the Planning Act 2016 being
necessary trunk infrastructure identified by Council’s LGIP to service the
development.
Stormwater Drainage
52. 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 must include in particular:
a. the works shown on drawing number 17699-SK101 Revision A prepared
by TOD Engineers and Project Managers dated 17 August 2018, with the
inclusion of the following:
i. The storage tank must have sufficient capacity to cater for the runoff
from the driveway in a 1%AEP rain event as a minimum.
ii. A back up power system for the pump that is independent of the
mains network.
Acid Sulfate Soils
53. All works must be carried out in accordance with an Acid Sulfate Soil and
Groundwater Management Plan for the development prepared by a qualified
person* and referenced in a Development Permit for Operational Works. The
Acid Sulfate Soil and Groundwater Management Plan must specifically address
how lowering of the groundwater level as a result of the works will be avoided.
*(Refer to Advisory Note)
54. All waters, including stormwater runoff, groundwater seepage and leachate from
acid sulfate soils must achieve the following quality prior to release from the site:
a. a pH range of 6.5-8.5 pH units
b. 50mg/L maximum total suspended solids concentration
c. 0.3mg/L maximum total iron concentration
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