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2 David Low Way - Attachment 5 - Traffic Engineering Report - TTM 10-8-17
Attached to the e-mail Reconfiguration of a Lot (1 lot into 6) - RAL17/0501.
Specific Outcomes Probable Solutions (if code assessable) Response
c) a width and longitudinal gradient to ii) refuge islands on all roads with median strips; and
cater for projected usage, including iii) holding rails for cyclists at the intersection of trunk collector, sub-arterial
nearby— and arterial roads that are positioned in accordance with –
i) high activity nodes; A. Australian Standard 1742.9: 2000 - Manual of Uniform Traffic Control
ii) public transport; Devices - Bicycle Facilities; and
iii) centres; B. AUSTROADS Part 14 - Bicycles - Section 9; and
d) provide clear sight-lines for safe use; C. AUSTROADS Part 13 – Pedestrians.
and
e) be free of any obstructions such as Advisory Note
fences, signage and bollards. All pathways are considered shared use pathways, which Cyclists can legally
use, unless bicycles are specifically prohibited through signs or markings (such
as in town centres).
Road and drainage design and construction
O7 Roads and pedestrian and cycle paths S7.1 Road planning and design supports the hierarchy and functional aspects With respect to potential turn treatments at the access
are planned and designed to support the identified in Sections 2 and 3 of PSP5 Engineering Design Standards – Roads, driveway, whilst TMR turn warrants are not specifically
hierarchy and functional aspects identified Drainage and Earthworks; relevant in this location, given that this section of David
in Sections 2 and 3 of PSP5 Engineering AND Low Way is under the auspices of Noosa Council, they
Design Standards – Roads, Drainage and S7.2 Road and pathway planning and design is in accordance with, in order of have been referenced in the absence of other guidelines.
Earthworks and to ensure that— precedence—
a) design and alignment of the roads, a) Noosa Integrated Local Transport Plan; It is estimated that the six proposed dwellings will
intersections and all associated works— generate up to 6vph (2-way) in each of the AM and PM
b) Queensland Transport’s Shaping Up;
i. provides a safe environment for all peak hours, resulting in up to 3vph turning both left / right
c) Queensland Design Code for Residential Streets;
users; out of the site in the morning, and up to 3vph turning both
d) AUSTROADS Guide to Traffic Engineering Practice; left / right into the site in the afternoon. Based on strict
ii. is adequate for the design speed
environment; e) Sections 2 and 3 of PSP5 Engineering Design Standards – Roads, Drainage application of the TMR guidelines, these turn volumes
and Earthworks; or require basic left (BAL) and right (BAR) turn treatments,
iii. is adequate for predicted traffic
volumes; and f) theNoosa Cycling and Walking Network Development Plan; however given just how low the volumes are, adoption of
these turn treatments is not necessarily considered
iv. maintains the safe and efficient
OR essential, and is an issue to be discussed with Noosa Shire
functioning of the road network without
Council.
the use of traffic signals; g) A combination of the principles in these documents.
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