Original source · versioned page text
MCU16/0079 Town Planning Report
Town Planning Report
“Undefined Use”
Staged Extension & Refurbishment of Existing RSL Club
5 Memorial Ave, Tewantin QLD 4565
Lot 3 on T16319 and Lot 10 on SP273411
Doonella Street will maintain the 2m setback provided to the
existing building. It is considered the development will
maintain a consistency that is provided along the cusp of the
Tewantin Business centre. The setbacks provided are not
considered to be obtrusive in design or impact on the overall
amenity of the streetscape. Council is directed to Appendix
B – Architectural Plans for further details.
Flooding, drainage and earthworks 2
S2.1 For new buildings or additions of more than 50m gross Complies with the Probable Solutions – The site is not
O2 Buildings and other works are designed and sited to— floor area to an existing building, floor levels of habitable subject to flooding under Council’s mapping. The proposed
a) provide flood free access to premises and flood free rooms are— development is for an extension to the existing Tewantin
habitable areas; a) for areas where minimum floor levels are available, not Noosa RSL and does not include any habitable rooms.
b) allow only minor, short term and infrequent flooding of less than the specified level;
non-habitable areas; b) for areas where flood modelling is available, a The proposed staged development has been designed to
c) ensure drainage does not adversely impact upon other minimum of 500mm above the modelled flood level; ensure all drainage and earthworks are constructed to
premises; and and minimise any impact on adjoining properties and Council’s
d) ensure filling, excavation or retaining strctures do not c) for areas where flood modelling is not available, a Infrastructure.
adversely impact upon other premises by— minimum of 500mm above the highest known flood
i. causing ponding of water on the site or nearby level; OR The development will utilise the existing natural gradient of
land; and 2 the land to capture and monitor the drainage of the site. The
ii. increasing flooding, which adversely affects the S2.2 For additions of not more than 50m gross floor area to proposed earthworks will maintain an appropriated gradient
safety or use of any land upstream and an existing building—floor levels of habitable rooms are not for adequate drainage.
downstream; less than the level of other habitable rooms in the building;
iii. adversely affecting the flow of water in any AND The development will not include filling for other than
overland flow path; and S2.3 Filling, other than for accessways, does not extend more accessways which extends beyond 1m of the building
iv. adversely affecting the privacy or visual amenity than 1m beyond the footprint of any building, measured from footprint.
of surrounding properties outer walls of the building;
S3.1 No solution provided Any proposed excavation will be completed to ensure all
AND S4.1 Fill material placed over services does not impose any councils infrastructure is maintained.
additional surcharge loading on the service.
O3 Finished surface levels ensure land is free draining. S4.2 Where excavation is carried out- It is considered the proposed earthworks will not adversely
c) a minimum cover of 600mm is maintained around affect the infrastructure within the vicinity of the site. Council
O4 Filling or excavation does not adversely affect sewer, all utility infrastructure (to top, sides and base of is directed to Appendix B – Architectural Plans for further
stormwater or water utility infrastructure. services); or details.
d) a retaining wall is provided to support the soil
O5 Development does not adversely impact on the Lake surrounding the service; AND
Macdonald water supply. S4.3 Compaction with a vibrating roller is not carried out
within 600mm of any utility infrastructure.
O5.1 Buildings or other structures within the Lake Macdonald
catchment (indicated on Figure 14-15) are located above the
July 2016 Page | 23
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