AGENDA - Sunshine Coast Council

Strategy and Planning Committee Agenda 16 February 2011
Plan Rev. Plan Name Date
Architecture
Amendments 1 Replace the solid balustrades of the first floor balconies with
glass;
2 The solid dividing wall between the two balconies above the
maximum balustrade height at first floor level must be set
back a minimum of 5m from the front boundary. The
remainder of the dividing wall is to have a height no greater
than the maximum balustrade height
3 A minimum 2 metre wide landscaping bed must be
established at the front of the balconies at the first level
4 The building wall of the medical centre (eastern side) must
include 40% glazing;
5 The building wall of the ground level studio unit (western
side) must consist of rock cladding; and
6 A minimum 1 metre wide landscaping bed must be
established on the eastern side of the lobby on the ground
level
Plan Rev. Plan Name Date
10012 SD04 D Sections, drawn by MS of Sprout 22.12.10
Architecture
Amendments 1 Replace the solid balustrades of the first floor balconies with
glass;
2 The solid dividing wall between the two balconies above the
maximum balustrade height at first floor level must be
setback a minimum of 5m from the front boundary. The
remainder of the dividing wall is to have a height no greater
than the maximum balustrade height
3 A minimum 2 metre wide landscaping bed must be
established at the front of the balconies at the first level; and
4 The building wall of the ground level studio unit (western
side) must consist of rock cladding
Plan Rev. Plan Name Date
Drawing No. B Stormwater Management Plan – Job Ref No 01.10.10
MODEL
SC2650, Drawn by SFD, August 2010
Amendments 1 The bio-filter component must be amended to include a
drainage layer and transitional layer as described in the
Healthy Waterways Construction and Establishment
Guidelines for Vegetated Systems
2 Overflow pits as described in the Healthy Waterways
Construction and Establishment Guidelines for Vegetated
Systems must be provided to the bioretention component
3 To prevent lateral flow, an impermeable wall must be
provided between the bioretention and detention/infiltration
components. Water that exceeds the extended detention
depth needs to be directed via piping from the overflow pits to
the infiltration system to prevent short circuiting of filtrate
through lateral flow and subsequent leaking out of untreated
water
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