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
S3.2 Driveways are located so they abut existing driveways ensured the pedestrian footpath provides safe and clear
of adjoining development where practicable and reciprocal access around the site. Council is directed to Appendix E –
easements are created to reduce the sealed driveway width. Traffic Impact Assessment t for further details.
O4 Vehicular access does not adversely impact on the S4.1 Footpath and kerb crossings are located clear of Complies with the Probable Solution – The proposed
capacity, operations and maintenance of the existing existing stormwater inlet structures, water and sewerage footpaths and crossovers are located clear of existing
infrastructure; infrastructure fittings, any other exiting utility infrastructure, stormwater include structures, and other water and sewer
AND existing landscaping and vegetation. infrastructure. It is considered the proposed crossovers and
O5 Vehicular access does not adversely impact on the S5.1 No solution provided landscaping will not impact on Council’s infrastructure.
integrity of existing landscaping or native vegetation. Council is directed to Appendix E – Traffic Impact
Assessment t for further details.
O6 Driveway run-off is filtered prior to leaving the premises. S6.1 For— Complies with the Probable Solution – The proposed
a) Ancillary dwelling unit, Multiple housing Types 1 or 2 development will collect and treat all drainage and stormwater
if less than 5 carparking spaces, Visitor from the driveways and parking areas. It will be treated prior
accommodation Type 1 and Home-based business to the discharge to the legal point of discharge. Council is
Type 3—the driveway is formed to drain to landscaped directed to Appendix E – Traffic Impact Assessment t for
areas; and further details.
b) for other uses—grease and oil arrestors or stormwater
quality improvement devices are incorporated into the
design to treat run-off prior to run-off exiting from the
premises.
Table 14-50 — Carparking and manoeuvring
column 1 column 2
Compliance
Specific Outcomes Probable solutions (if code assessable)
O7 Sufficient carparking is provided to accommodate the S7.1 The number of parking and loading bays is not less than Complies with the Specific Outcome
number and type of vehicles likely to be generated by the the minimum number specified in Table 14-51 Vehicle The staged development proposes a total of 36 additional
development having regard to the specifics of the use Parking Requirements; parking spaces. The proposed development is classes as an
including— undefined use and as such is not subject to a specific parking
a) the type and intensity of land use; rate. In this instance a Traffic Impact Assessment has been
b) any existing parking available on the site; completed which indicated which indicates the supplied
c) hours of operation; parking is sufficient to accommodate the likely peek parking
d) likely numbers of users; demands generated by the proposed expansion.
e) the peak parking demand periods of uses on the site; and
f) the availability of alternative carparking. The current operations of the RSL which includes the use of
three courtesy buses and access to high quality public
transport within close proximity will also reduce the number of
vehicles visiting the site. As such it is considered the
proposed car parking is appropriate and will not have any
associated traffic impacts on the locality.
July 2016 Page | 30
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original (MCU16_0079 Town Planning Report.pdf)
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.