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2019-03-12 Planning & Environment Committee Agenda
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PLANNING & ENVIRONMENT COMMITTEE MEETING AGENDA 12 MARCH 2019
35. Vehicular access driveways to service the development shall be constructed from the
Grasstree Court frontages of the site. The driveways shall be generally in accordance
with Council’s standard drawing SEQ R-051 and Masterplan’ prepared by Smith and
Tracey dated November 2018, Plan Ref: DA_106.
39. The vehicle access driveway to proposed carparking level in the apartment buildings
must be constructed prior to the commencement of the use of the apartment
buildings.
40.1 Generally in accordance with drawing number ‘Masterplan’ prepared by Smith
and Tracy dated November 2018, Plan Ref: DA_106,
41. Carparking shall be provided within the sites generally as shown on drawings
numbered DA_114 “Masterplan/Carpark Layout” prepared by Smith and Tracey
Architects dated November 2018 and DA_133 “Apartment Buildings – Basement”
prepared by Smith and Tracey Architects dated November 2018 and within the
“Independent Living Units” as shown the approved floor plans, except as modified
herein.
64. 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:
64.1 Stormwater quality treatment devices of a size and location generally in
accordance with those documented in the revised site SWMP required by the
above condition; and
64.2 Bioretention devices which:
64.2.1 Are designed generally in accordance with IPWEQA Standard Drawing
No. WSUD-001.
64.2.2 Incorporate a coarse sediment forebay (in addition to the required filter
media surface area), which is sized in accordance with the latest
version of the Water Sensitive Urban Design Technical Design
Guidelines for South East Queensland and designed generally in
accordance with IPWEQA Standard Drawing No. WSUD-005.
64.2.3 Have safe, unobstructed and all weather access from the road
frontage for maintenance purposes, particularly for the coarse
sediment forebay.
64.2.4 Are provided with a high flow bypass to ensure that flows which
exceed the treatment capacity of the device are bypassed in order to
avoid damaging of the filter media or subjecting the filter media to
excessive sediment loads.
64.2.5 Are provided with a free-draining outlet from the sub-soil drainage
system.
65. All stormwater quality treatment devices must be maintained in accordance with a
Maintenance Manual prepared for the development by a qualified person and
submitted to Council prior to the issue of any Development Permit for Operational
Works. The Maintenance Manual must include:
65.1 A plan showing the location of the individual components of the system
65.2 For proprietary products the manufacturer’s data and product information
sheets
65.2.1 For bioretention basins reference to the Water By Design Maintaining
Vegetated Stormwater Assets and Rectifying vegetated stormwater
assets
Page 16 of 116
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