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MCU14/0056 - Town Planning Report
town planning
report
Cooroy & Lake Macdonald Locality
Specific Outcomes Probable solutions Response
Q100 where alternative means to mechanical pumping are used to
achieve such immunity; or
S14.5 Basements for non-residential uses have flood immunity above N/A
the Q100 that may be achieved by means of mechanical pumping
where the mechanical feature is installed with adequate holding
tanks and an alternative back up power source.
Sloping sites S15.1 Buildings are of split level design that step down the slope or N/A no split level/suspended floor
O15 On sloping sites, buildings and structures are designed to have a suspended floor construction; (See Figure 6.1 below) AND
maximise the use of natural slope and minimise the need for
cut and fill. S15.2 Cut or fill is less than 2m in depth; AND Complies
S15.3 The distance between the ground and the lowest part of the Complies
floor of the building does not exceed 3m.
Figure 6.1—Design for sloping site (suspended floor)
Roof form S16.1 With the exception of industrial buildings the main roof of the The design of the building, most specifically the
O16 Roof forms— building has a roof pitch no less than 12 degrees and has minimum food/supermarket/service station building (as it is
a) contribute positively to the local skyline; 600mm eaves to at least 75% of the perimeter of the building; AND the largest building and located closest to a street
b) complement the low rise character of the locality; frontage) is designed such that it contributes to and
c) use simple traditional roof designs, such as hipped, gabled emphasizes the low rise character of the area. (refer
to Architects statement within report)
saunders havill group page 39 Job 6520
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