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2019-03-21 Ordinary Meeting Minutes
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ORDINARY MEETING MINUTES 21 MARCH 2019
In this regard a schedule of works, specifications and plans detailing this work shall
be prepared and submitted to Council for approval prior to obtaining a
Development Permit for Operational Works.
30.1 Remove the existing roadway and footpath connection between Ben Lexcen
Drive and the adjacent service road through the north-east corner of Lot 9
SP 252905 and across the Ben Lexcen Drive verge. Kerb must be re-instated
on the western side of Ben Lexcen Drive where the roadway connection
currently joins and a concrete footpath, at least 2 metres wide, must be
constructed along the western verge of Ben Lexcen Drive from this point up
to the intersection with the Grasstree Court extension,
33. Pedestrian crossings shall be provided in Grasstree Court generally as shown on
‘Masterplan’ prepared by Smith and Tracey dated November 2018, Plan Ref:
DA_106. The crossing shall include linemarking and suitable signage in
accordance with the MUTCD.
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
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