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
Specific Outcomes Probable solutions (if code assessable)
14.147 Road and drainage design and construction
O7 Roads and pedestrian and cycle paths are planned and S7.1 Road planning and design supports the hierarchy and Complies with the Probable Solution – All roads, pathways
designed to support the hierarchy and functional aspects functional aspects identified in Sections 2 and 3 of PSP5 and drainage has been designed in accordance with PSP5,
identified in Sections 2 and 3 of PSP5 Engineering Design Engineering Design Standards – Roads, Drainage and austroad standards and Council’s guidelines.
Standards – Roads, Drainage and Earthworks and to ensure Earthworks; AND
that— S7.2 Road and pathway planning and design is in The proposed development does not include any on road
a) design and alignment of the roads, intersections and all accordance with, in order of precedence— cycle ways. Council is directed to Appendix E – Traffic
associated works— a) Noosa Integrated Local Transport Plan; Impact Assessment for further details.
i. provides a safe environment for all users; b) Queensland Transport’s Shaping Up;
ii. is adequate for the design speed environment; c) Queensland Design Code for Residential Streets;
iii. is adequate for predicted traffic volumes; and d) AUSTROADS Guide to Traffic Engineering Practice;
iv. maintains the safe and efficient functioning of the road e) Sections 2 and 3 of PSP5 Engineering Design Standards –
network without the use of traffic signals; Roads, Drainage and Earthworks; or
v. is compatible with existing roads; f) the Noosa Cycling and Walking Network Development
vi. is easily maintained by Council equipment; and Plan; OR
vii. where appropriate, has the ability to accommodate public g) A combination of the principles in these documents
transport services; S7.3 On-road cycling treatment is utilised to provide safe and
b) road pavement surfaces— continuous movement of cyclists along a roadway, such as--
i. are durable enough to carry estimated wheel loads of a) sealed shoulders;
travelling and parked vehicles;
b) wide kerbside lane;
c) exclusive or peak period bicycle lane;
ii. provide for the safe passage of vehicles, pedestrians,
d) advisory treatments such as Bicycle Awareness Zone;
cyclists, and discharge of stormwater run-off from contributing
e) shared parking / bicycle lane;
catchments and the preservation of all weather access;
f) contra flow bicycle lane; and
c) kerb and channel—
g) bus/bicycle lane.
i. controls vehicle movement by delineating the carriageway
S7.4 The provision of bicycle lanes at intersections is
for all users;
generally in accordance with AUSTROADS Part 14, section 5
ii. conveys road pavement run-off to stormwater drainage in a and the Manual of Urban Traffic Control Devices (MUTCD)
manner that allows the road to be trafficable in Q100 ARI Part 9.
local rainfall events; and
d) verges and footpaths provide—
i. safe access for pedestrians and cyclists clear of
obstructions;
ii. an access area for vehicles onto properties;
iii. a corridor allocated for services and utilities; and
July 2016 Page | 48
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