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SITE Traffic - Noosa Shores Resort Car Park FINAL · 51901.3969.02
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Technical
Memorandum
Subject: Noosa Shores Resort
Car Park Modifications & Traffic Engineering Assessment
Prepared for: Date: 4 November 2023
Attention: Ian Nielsen Our Ref: 80394
This document presents our findings of a car park traffic engineering assessment for
Noosa Shores Resort (subject site).
We understand the subject site was originally conditioned to provided 30 titled
parking spaces (1 per unit) plus 8 visitor parking spaces – 38 parking spaces in total.
Over the years we understand that the car park has lost 2 parking spaces as follows:
► 1 space to house new swimming pool pump and filter equipment.
► 1 space to allow a more convenient pedestrian access route to the swimming pool
area.
Following our review of the current site layout plans we recommend the following in
order to maintain compliance with the development approval and associated
condition to provide a total of 38 parking spaces (including 8 visitor spaces):
1. It is acknowledged that guests do not need to use the car park garage area to
access the swimming pool as alternative more formal internal pedestrian access
is in place. We therefore recommend this area be reinstated as a visitor parking
bay (refer to parking space number V2 in attached plans).
2. The existing bicycle racks adjacent to Stair Well #5 be relocated and this area be
converted to a visitor parking space (refer to parking space number V8 in
attached plans).
These proposed changes in parking spaces are discussed in the following sections
along with our assessment of traffic engineering compliance.
SITE Traffic Pty Ltd Brisbane Gold Coast
L1, 16 McDougall Street L15, Corporate Centre One
SITE INTEGRATED TRAFFIC ENGINEERING PO Box 1279 2 Corporate Court
ABN: 33 651 657 091 Milton QLD 4064 Bundall QLD 4217
tel (07) 3554 1364 tel (07) 5591 9575
a TTS Group company [email protected] | www.sitetraffic.com.au
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Page 2
1 Reinstate Visitor Parking # V2
Parking space # V2 shall be reinstated to its original configuration, being a 5.5m x 2.7m
parking space consistent with adjacent spaces.
This will make provision for a total of 8 visitor bays (along with Section 2 below) in
accordance with the conditions of development approval as shown below.
Figure 1: Reinstated Visitor Parking Space
2 Create New Parking Bay # V8
It is proposed to convert the area next to the existing bicycle racks to a visitor parking
bay. In doing so it is recommended to relocate the bicycle rack to the eastern wall
adjacent to the car park store area. This will not impede on existing parking bays
adjacent to the store and compliance with AS2890.1 will be maintained having regard
to dead end aisles and manoeuvring provision.
The proposed new parking space of V8 falls under User Class 2 of AS/NZS2890.1 (i.e.
hotel/motel/visitors). This would require the parking bay to be 2.5m wide x 5.4m long.
As this area houses air conditioning units against the wall, the total available width for
this parking bay will be a minimum of 2.3m (linemarked) plus adequate additional
clearances provided towards the car park aisle. In this regard we recommend this
visitor parking bay be designated as a ‘Small Car’ bay with appropriate signage on the
front wall to indicate this.
As per AS/NZS2890.1, designated Small Car bays can be reduced in size to 2.3m wide
x 5.0m long, and as such, the proposed design will maintain compliance with these
standards.
Page | 2
Page 3
The proposed design of car park V8 (as attached) incorporates additional parking
space room for manoeuvring given the space is a non-standard 90-degree space as
follows:
► Bay Length: 5.4m
► Bay width: 2.3m (linemarked from edge of air conditioning units)
► Aisle width: 6.0m
The above dimensions exceed requirements of AS/NZS2890.1.
It is also noted that the proposed parking bay does not obstruct the existing fire hose
reel and access clearance area fronting this location.
It is recommended to install a wheel stop in this bay given it fronts a wall and most
vehicles will nose in. The wheel stop requirements as specified by AS/NZS2890.1 are
shown below.
It is recommended that the wheel stop be positioned at 850mm to allow for a B99
vehicle in the worst-case scenario.
Figure 2: Wheel Stop Distances as per Australian Standards
Page | 3
Page 4
As part of preparing this design we have also carried out vehicle swept path analysis
of a B99 vehicle manoeuvring from the new visitor car park # V8.
The vehicle swept analysis options are provided in attached plans, and demonstrate
adequate room is available for manoeuvring.
Figure 3: Proposed New Parking Space Area # V8
Following our assessment, we advise that incorporating the above
recommendations will maintain adequate compliance with your DA
conditions and relevant Australian Standards.
~~~
Please do not hesitate to contact me should you wish to discuss or clarify any elements
of this assessment or attached plans.
Yours Faithfully,
SITE Traffic Pty Ltd
Marko Mrsic
Managing Director
Principal Traffic Engineer
Page | 4
Page 5
PARKING ALLOCATION VISITOR SPACE 8 RESIDENT SPACE 30 TOTAL 38 BICYCLE RACK RELOCATED \. - eae L 4 \ | cs a a ran) a aa) mo) a Qa PARKING SPACE REINSTATED LS ‘ te & | 7 Uv ° ° 2 = QD Cc | “1 ®@i ©! @ in F i VISITORS i I PARKINGIBNa] | 1 RELOCATE EXISTING BICYCLE RACK AIR CONDITIONING UNITS na Ja a= nm ap pe —- AND PARKING SPACE ADDED “| es (REFER 80394 — 002 FOR DETAILS) DRIVEWAY Ht ACCESS woos PARAPE 2 0 2 4 6 8 10 METRES SCALE 1: 100 (Al FULL SIZED 11 200 ¢A3> PLAN DETAIL (SCALE: 1:100) TRAFFIC SITE TRAFFIC PTY LTD NORTHPOINT (WV NOOSA SHORES RESORT DRAWING NUMBER A erie Dae 86-88 NOOSA PARADENOOSA HEADS |80394 - 001 | = waiter no een ak eu ay DESIGNED APPROVED DATE SHEET 1 OF 2 REVISION | ilton unda M MRSIC H HUNT 04.11.2023 CAR PARK PLAN Tel: (07) 3554 1364 ~—- Tel: (07) 5591 9575 _ N PROJECT NUMBER . . A | Original Issue M MRSIC}04.11.2023 : \ RPEQ GENERAL LAYOUT SITE INTEGRATED TRAFFIC ENGINEERING = Wwwasitetrafficcomau TET o saawnf Dare pre \\ANP™ aa009 80394
Page 6
2
+ -taty
yt -
EXISTING FIRE HOSE REEL
AND YELLOW LINE MARKING \.
NEW PARKING
BAY LINE \
Oe
PLAN DETAIL
(SCALE: 1:50)
a
—
a
‘
"SMALL_CAR ONLY” SIGN ON WALL
1 0 1 2 3 4
SCALE 1+ 50 (Al FULL SIZE) 11 100 <A3)
S METRES
MITE
SITE INTEGRATED
TRAFFIG
=NGINEERING
SITE TRAFFIC PTY LTD
ABN: 33 651 657 091
L1, 16 McDougallSt 15, 2 Corporate Crt
Bundall QLD 4217
Tel: (07) 5591 9575
Milton QLD 4064
Tel: (07) 3554 1364
www.sitetraffic.com.au
Email:[email protected]
A | Original Issue
M MRSIC
04.11.2023
REVISION
DRAWN
DATE
NORTHPOINT
A
NOOSA SHORES RESORT
86-88 NOOSA PARADE NOOSA HEADS
DRAWING NUMBER
80394 - 002
DESIGNED
M MRSIC
yy
APPROVED DATE
H HUNT 04.11.2023
\WA 27809
CAR PARK PLAN
DESIGN
SHEET 5 OF Q
PROJECT NUMBER
80394
REVISION
A
Page 7
pH | 100 € woosh PARAD EXIT OPTION 1 (SCALE: 1:100) DESIGN VEHICLE qr! B99 Vehicle Overall Length Overall Width Overall Body Height Min Body Ground Clearance Lock—to-lock time Track Width Curb to Curb Turning Radius 5.200m 1.940m 1.878m 0.272m 4.00s 1.840m 6.250m VEHICLE OUTLINE VEHICLE OVERHANG WHEEL TRACK 2 0 2 4 6 8 SCALE 1+ 100 <Al FULL SIZE) 1+ 200 (Aa noosh Pp EXIT OPTION 2 (SCALE: 1:100) ARADE 10 METRES SITE TRAFFIC PTY LTD ABN: 33 651 657 091 NORTHPOINT A NOOSA SHORES RESORT 86-88 NOOSA PARADE NOOSA HEADS DRAWING NUMBER 80394 - 003 eer ren va eu ay DESIGNED APPROVED DATE SHEET 3 OF Q REVISION sh ono M MRSIC HHUNT 04.11.2023 Tel: (07) 3554 1364 Tel: (07) 5591 9575 [=~ coe mirscloqaioos N . \ — - neal VEMICLE ewes Patt ANALYSIS PROJECT NUMBER ssitetraffic.com. a \ — A Cea eee Se oaaatiCoaL REVISION DRAWN] DATE you Wy 27009 80394
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