Original source · versioned page text
Development Assessment Report
Attached to the e-mail Education Type 2 School - Car Park - MCU18/0097.
Specific Outcomes Probable Solutions Proposal
multiplied by 40m2, provided that the
gross floor area does not exceed
13,600m2.
Not applicable – No built form is
O15 For the Business Centre Zone, proposed.
outside of the Mary Street/Thomas
Street Precinct the maximum plot ratio is
a) 0.8:1 for site areas up to and including
2,000m2; plus
b) 0.3:1 for the balance portion of the
site area in excess of 2000m2.
Not applicable – No built form is
O16 Within the Shire Business Centre proposed.
Zone, the maximum plot ratio for
development within the following
precincts is —
a) Precincts B1 and B2 combined- 0.5:1;
b) Precinct B3- 0.8;
c) Precinct E1- 0.6;
d) Precinct E2- 0.6;
e) Precinct E3- 0.6;
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 S17.1 Floor levels for habitable rooms Not applicable – The site is not
O17 Buildings and other works are are not less than the specified minimum identified as being subject to flooding or
designed and sited to— floor levels minimum floor level requirements.
a) provide flood free access to premises AND
and flood free habitable areas; S17.2 Where Council infrastructure is Complies - please refer to the attached
b) allow only minor, short term and available — any drainage (including Stormwater Management Plan.
infrequent flooding of non-habitable buildings and yards) flows to that
areas; infrastructure; and the infrastructure has
c) ensure drainage does not adversely the capacity to accept any additional
impact upon other premises; and loading;
d) ensure filling or excavation does not AND
adversely impact upon other premises S17.3 for Residential Uses - where slab Not applicable – no residential uses are
by— on ground construction is used, filling proposed.
i) causing ponding on the site or does not extend more than 1m beyond
nearby land; the building footprint, measured from
ii) increasing flooding, which the outer walls of the building ; or
adversely affects the safety or use of any the design consists of a suspended floor
land upstream and downstream; and construction.
iii) adversely affecting the flow of AND
water in any overland flow path. S17.4 Car parking and maneuvering Complies - please refer to the attached
areas are constructed at a level that Stormwater Management Plan.
permits the parking area to drain from
the site by gravity means, without the
need for mechanical pumping;
AND
S17.5 Basements for residential uses Not applicable – no residential uses are
have flood immunity above the Q100 proposed.
where alternative means to mechanical
pumping are used to achieve such
immunity; or
S17.6 Basements for non-residential Not applicable - the development does
uses have flood immunity above the not include a basement.
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.
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the original