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2014-12-18 Ordinary Meeting Agenda
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ORDINARY MEETING AGENDA 18 DECEMBER 2014
Pedestrian and Bicycle Facilities
19. 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 on the eastern side of the
new road extending to join with the existing pathway in Blue Wren Place
b. pram ramps on both sides of Blue Wren Place at the intersection with the
new road
c. a 2 metre wide footpath within proposed Lot 100 extending to the
pathway and footbridge as shown on plan number 1225-62A dated 9/14
prepared by Callaghan and Toth
d. a 2 metre wide footpath within the new road (between lots 25 & 26) and
proposed Lot 100 connecting the cul-de-sac of the new road to the
existing pathway network in Lake Macdonald Drive.
All pedestrian and bicycle facilities to be dedicated are “non-trunk infrastructure”
for the purposes of the Sustainable Planning Act 2009.
Stormwater Drainage.
20. 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 drainage structures generally as shown on the Approved Plans
b. the provision of Level 2 inter-allotment drainage for proposed Lots 26-28
including registration of drainage easements
c. provision of kerb adapters for all new lots that discharge into the new road
d. extension of the site stormwater system to accommodate stormwater
from applicable areas external to the site, including registration of
drainage easements
e. a maintenance path to any proposed bioretention basin that is suitable for
Council’s maintenance vehicles
21. 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 Bioretention Technical Design Guidelines (Water by Design)
and must include in particular:
a. stormwater quality treatment devices generally in accordance with the
Approved Plans
b. bioretention devices which:
i. are designed generally in accordance with IPWEQA Standard
Drawing No. WSUD-001
ii. are designed to ensure that flows which exceed the treatment
capacity of the device avoid damaging of the filter media or
subjecting the filter media to excessive sediment loads
iii. are provided with a free-draining outlet from the sub-soil drainage
system
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