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Appendix B Code Assessment Report - 14-16 Mary Street, Noosaville - Bounce Hostels 15.6.2018
Attached to the e-mail Visitor Accommodation Type 4 Conventional - 122 beds (Architectural Plans & Code Assessment Report) MCU18/0102.msg.
Street/Thomas Street Precinct the maximum plot ratio is — The subject site is located in the Mary
a) 0.8:1 for site areas up to and including 2,000m2 ; plus Street/Thomas Street Precinct.
b) 0.3:1 for the balance portion of the site area in excess of
2000m2.
O16 For the Shire Business Centre Zone, the maximum plot No solution provided Not Applicable
ratio for development within the following precincts is — The subject site is located in the Business
a) Precincts B1 and B2 combined- 0.5:1; Centre Zone.
b) Precinct B3- 0.8;
c) Precinct E1- 0.6;
d) Precinct E2- 0.6;
e) Precinct E3- 0.6, except for Industrial business uses;
f) Precinct E4- 0.6; except for Industrial business uses;
g) Precinct E5- 0.6, except for Industrial business uses;
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 For new buildings or structures or additions of Complies
O17 Buildings and other works are designed and sited to— more than 50m2 gross floor area to an existing building Preliminary architectural drawings show
a) provide flood free access to premises and flood free or structure, floor levels for habitable rooms are not the proposed floor levels for the hostel at
habitable areas; less than the specified minimum floor levels; AND RL 2.7 AHD to provide adequate free board
b) allow only minor, short term and infrequent flooding of above the defined flood level (refer to
non-habitable areas; DA.06 in Appendix A).
c) ensure carparking areas can be adequately drained; S17.2 Where Council infrastructure is available— Complies
d) ensure drainage does not adversely impact upon other a) any drainage (including buildings and yards) flows to The proposed development will be
premises; and that infrastructure; and connected to Council’s existing
e) ensure filling or excavation does not adversely impact upon b) the infrastructure has the capacity to accept any infrastructure.
other premises by— additional loading; AND
i. causing ponding on the site or nearby land; S17.3 For Residential Uses— Complies
a) where slab on ground construction is used, filling Filling of the site will not occur outside the
ii. increasing flooding, which adversely affects the safety or does not extend more than 1m beyond the building footprint of the buildings.
use of any land upstream and downstream; and footprint and access to car parking areas, measured
from the outer walls of the building; or
iii. adversely affecting the flow of water in any overland b) the design consists of a suspended floor
flow path. construction; AND
S17.4 Car parking and maneuvering areas are Partially Complies
14-16 Mary Street, Noosaville 10
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