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Development Application part 2 of 2 Report and Plans MCU13/0030
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Specific Outcomes Probable solutions Proposal
40%;
or
d) for the Attached Housing Zone 40%
-
e) for the Community Services Zone -
50%
011 For Multiple Housing Type 2 Not Applicable
buildings have a maximum plot ratio of Proposal is not for Multiple Housing
0.45:1. Type 2.
012 For Multiple housing Type 3 or Complies
4, Visitor accommodation Type 4, or The maximum population density is 320
the accommodation unit component of per ha which equals 605.44 persons.
an Entertainment and dining The maximum gross floor area is
business Type 3-maximum gross therefore 24,217m2. The proposed GFA
floor area is equivalent to the maximum of 5450m2 is well below the maximum.
allowable population in persons
multiplied by 40m2.
013 For the Business Centre Zone plot Not Applicable
ratio does not exceed- Site is not within the Business Centre
a) 0.8:1 for site areas up to and Zone.
including 2,OOOm2; and
b) 0.3:1 for the balance of a site over
2000m2.
Flooding and drainage" 514.1 For new buildings or structures or Complies
014 Buildings and other works are additions of more than 50m2 gross floor Site is not subject to a minimum floor
designed and sited to-- area to an existing building or structure, area. The finished floor level of the
a) provide flood free access to premises floor levels for habitable rooms are- proposed additions and alterations is
and flood free habitable areas; a) for areas where minimum floor levels 107.2m consistent with existing
b) allow only minor, short term and are available-not less than the specified development.
infrequent flooding of non-habitable level;
areas; b) for areas where flood modelling is
c) ensure carparking areas can be available-a minimum of 500mm above
adequately drained; the modelled flood level; and
d) ensure drainage does not adversely c) for areas where flood modelling is not
impact upon other premises; and available, a minimum of 500mm above
e) ensure filling or excavation does not the highest known flood level;
adversely impact upon other premises AND
by- 514.2Where Council infrastructure is Complies
i. causing ponding of water on available- Existing drainage infrastructure is
the site or nearby land; a) any drainage (including buildings and capable of receiving flows from the site.
ii. increasing flooding, which yards) flows to that infrastructure; and A bio retention basin is also proposed.
adversely affects the safety or b) the infrastructure has the capacity to Refer to the Integrated Stormwater
use of any land upstream and accept any additional loading; Management Plan in Attachment C.
downstream; and AND
iii. adversely affecting the 514.3 Car parking and manoeuvring Complies
flow of water in any overland areas are constructed atlevel that
a Car parking and manoeuvring areas are
flow path. permits the parking area to drain from capable of gravity draining.
the site by gravity means, without the
need for mechanical pumping; or
514.4 Basements for residential uses Not Applicable
have flood immunity above the QlOO No basements are proposed.
where alternative means to mechanical
pumping are used to achieve such
immunity; or
514.5 Basements for non-residential Not Applicable
uses have flood
immunity above the No basements are proposed.
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.
510ping sites 515.1 Buildings are of split level design Complies
015 On sloping sites, buildings and that step down the slope or have a The proposal is of suspended floor
structures are designed to maximise the suspended floor construction; (See construction; will involve cut and fill of
use of natural slope and minimise the Figure 6.1 below) less than 2 metres; and has a distance
need for cut and fill. AND between the ground and the lowest part
515.2 Cut or fill is less than 2m in of the floor of the building does not
depth; exceeding 3m.
AND
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