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Other Change Decision Notice - Council Meeting Decision MCU18 0102.03 (As Published) · MCU18/0102.03
Note *If a demolition contractor is undertaking works, then the Waste Management table
is to be completed by the demolition contractor.
WASTE
40. The developer must provide waste storage and disposal facilities in accordance with
Planning Scheme Policy No. 9 "Waste Management Multi-Dwellings and Commercial
and Industrial Premises". The facilities must include an external impervious area
correctly sized for all refuse and recycling containers and suitably screened from public
places and neighbouring properties. A bin wash area is required with a cold-water tap,
hose and drain outlet connected to sewer, via a bucket trap. The drain outlet must be
designed to prevent storm water entry to the sewerage system. This can be achieved
with a nib wall 50mm high and up to 700mm x 700mm wide (max 0.5m2) , or alternatively
the waste area can be roofed, or any other design approved by Council.
41. Refuse containers must be provided in accordance with the requirements of the
Environmental Protection (Interim Waste) Regulation 1996 and (Waste Management)
Regulation 2000, for the storage and collection of refuse.
42. Bins must be provided throughout the site to reduce littering. All bins provided must be
for refuse and recycling and be decanted into the bulk bins by the site operators.
ENGINEERING
Site Specific Conditions
43. The proposed flood barrier must be of a design that is activated by the rising flood levels
and the associated hydraulic differential to raise and lower the barrier. The barrier must
not require a power supply or human intervention. The barrier must be maintained by
the property owner in accordance with the manufacturer’s specifications. The works
must be undertaken in accordance with an Operational Works approval and must
include in particular:
a. Certification from a Registered Professional Engineer of Queensland (RPEQ) that
states that the design of the barrier is suitable for its intended use.
44. The development must include an internal stairwell connecting the basement level to the
upper floor. The stairwell must be located and constructed to provide an escape route
for people to evacuate the basement in the event the barrier and/or pump system fails.
Plans submitted as part of any subsequent operational works and building permit must
clearly indicate the stairwell.
External Works
45. Mary Street must be upgraded for the length of its frontage to the subject site. The works
must be generally in accordance with drawing number 17699-SK100 Revision A
prepared by TOD Engineers and Project Managers dated 17 August 2018. The works
must be undertaken in accordance with an Operational Works approval and must
include in particular:
a. construction of new kerb and channelling offset 7.5m (3.5m lane and 4m of cycle
lane/parallel parking) from the northern side of the existing landscaped median;
b. suitable transitions from the new kerb line to join with the existing kerb at the
western and eastern end;
c. landscaping of the verge area;
d. construction of a pedestrian footpath in accordance with the conditions of this
Decision Notice;
Page 8 of 15
Document Set ID: 24552191
Version: 4, Version Date: 23/02/2026
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