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Attachment 4 - TTM Parking Review 5 March 2014
Attached to the e-mail RESPONSE to Information Request.
5 March 2014
Our Ref: 13SCT0010
Your Ref:
Attention: Michael Collins
Raphill Pty Ltd
PO Box 186
Peregian Beach, Q 4573
Dear Michael,
RE: Residential Development: 226 David Low Way, Peregian Beach
TTM have been engaged by Raphill Pty Ltd to review the adequacy of resident vehicles accessing the
internal development road layout including their access to and from internal garage locations.
This vehicle movement review will be in compliance with AS/NZS 2890.1: 2004, with the Autotrack
modelling programme used to model the manoeuvring for a typical 'B85' vehicle.
A series of turn path diagrams is attached to this letter which shows the various vehicle manoeuvring
through the site, and to and from garage locations. TTM note that there will be requirements for
vehicles to either reverse in/out from various garage locations, however, TTM do not envisage any
significant accessibility issues with these arrangements. A digital Autocad drawing can be provided on
request, if a further detailed review is required.
This review has established that a typical 'B85' vehicle will gain adequate access through the site and
in/out form the various garage locations and therefore complaint with the AS/NZS 2890.1:2004
standard requirements.
TTM has also reviewed the visitor car parking requirements, with two bays located near the David
Low Way site property boundary. Access into the northern visitor bay will likely be undertaken by a
reverse in manoeuvre due to locality of the bay and the orientation of the vehicle as it enters the site,
with access into the southern bay undertaken in a forward motion.
Due to the level of development (9 units) it is considered that the level of traffic generated will be
considerably low, with the majority of traffic leaving and entering during the morning and evening peak
periods. In relation to visitor trips, TTM considers that the majority of visitors to the site will arrive and
depart during off peak periods. Therefore the interaction between any visitor vehicle manoeuvring and
resident vehicles entering or exiting should be low. TTM note that there is sufficient queuing storage
for one vehicle to queue safely on the David Low driveway, which would only queue or be stationary
in this location for a short period of time (Say a maximum 10 seconds as to enable a visitor vehicle to
internally manoeuvre into and from their parking bays).
As noted, the majority of visitors travelling to site by vehicle will likely arrive and depart during the off-
peak periods, with the level of pedestrian activity on David Low Way likely to have low passing
volumes.
TTM Consulting Pty Ltd t (07) 5479 2455
f (07) 5479 3651
ABN 65 010 868 621 PO Box 949
Brisbane | Gold Coast | Sunshine Coast Level 1, 8 First Ave [email protected]
Melbourne | Sydney | Adelaide Maroochydore Qld 4558 www.ttmgroup.com.au
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Page 2
TTM hope this review provides sufficient information, however, please contact if further
drawings/digital outputs are required.
Yours faithfully,
Paul Penman
Associate Director; RPEQ 12644
Page 2 of 6
Page 3
Development Site Layout
setback to wall
setback to wall
92º13'20" FIRST LEVEL
27.453
GROUND
1.615
2.615
LEVEL
28
2.4
6.106
5.823 12
wall 2º
ck to 20 11'20
setba . 33 "
5
5.500
U1 U2 U3
350º4
EA
SM
27.453
EN
T
2'20"
5.518
U4
6.803
3.949 5.079
ck setback to wall
setba
5.627
U5
6.172
182 º13'20"
20.492
U8 U6 6.869
setback to wall
5.430
setback
4.881
setback to wall
4.881
setback U9 U7
setback to wall
5.875
setback to wall
PMT
setback to
1º42'20" EMT B
wall
1.302
6.395
1.000
SP 194337
272º13'20"
40.085
4.866 11.340 0.439 6.225 11.340 5.889
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Typical B85 Movement Diagrams
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Typical B85 Movement Diagrams
sons
sos
33338
Lori2
1201m2
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