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Development Application part 2 Report/Plans - MCU11/0254
Plans and drawings: the text below has words only, no drawings.
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Specific Outcomes Probable solutions Proposal
f) Precinct E4- 0.6;
g) Precinct E5- 0.6
h) Precinct E6- 0.6;
i) Precinct E7- 0.6;
j) Precinct RES- 0.6; and
k) Precinct REC/MU- 0.1.
Flooding and drainage
O17 Buildings and other works are S17.1 For new buildings or structures Not applicable
designed and sited to— or additions more than 50m2 gross floor The site is not subject to a minimum
a) provide flood free access to premises area to an existing building or structure, floor level requirement.
and flood free habitable areas; floor levels for habitable rooms are not
b) allow only minor, short term and less than the specified minimum floor
infrequent flooding of non-habitable levels
areas; AND
c) ensure drainage does not adversely S17.2 Where Council infrastructure is Complies
impact upon other premises; and available— any drainage (including Refer Stormwater Management Plan in
d) ensure filling or excavation does not buildings and yards) flows to that Attachment C.
adversely impact upon other premises infrastructure; and the infrastructure
by— has the capacity to accept any additional
i) causing ponding on the site or loading;
nearby land; AND
ii) increasing flooding, which S17.3 for Residential Uses - Complies
adversely affects the safety or use of where slab on ground construction is Filling proposed for slab construction will
any land upstream and downstream; used, filling does not extend more than not extend beyond 1m from the building
and 1m beyond the building footprint, footprint.
iii) adversely affecting the flow of measured from the outer walls of the
water in any overland flow path. building ; or the design consists of a
suspended floor construction.
AND
S17.4 Car parking and maneuvering Complies
areas are constructed at a level that All drainage will be achieved by gravity
permits the parking area to drain from means.
the site by gravity means, without the
need for mechanical pumping;
AND
S17.5 Basements for residential uses Not applicable
have flood immunity above the Q100
where alternative means to mechanical
pumping are used to achieve such
immunity; or
S17.6 Basements for non-residential Not applicable
uses have flood immunity above 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
O18 Development on sloping sites— S18.1 Buildings and associated access Not Applicable
a) is responsive to the natural ways are not constructed on land with a The site is not a ‗sloping site‘.
topography of the site and minimizes slope greater than 25% (1 in 4);
cut and fill; AND
b) does not visually dominate the hill S18.2 Buildings are of split level design
slope or interrupt the skyline; that step down the slope or have
c) is integrated with the natural site suspended floor construction;
characteristics including vegetation; and AND
d) for Multiple housing, takes the S18.3 Cut or fill is less than 2m in
form of small separate buildings; depth;
AND
S18.4 The distance between the
AND ground and the lowest part of the floor
of the building does not exceed 3m to
avoid large under building areas;
AND
S18.5 Buildings present no more than 3
storeys at any one point.
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