Council archive · source document
Noosa Shores Carpark - Site report · 51901.3969.02
Technical
Memorandum
Subject: Noosa Shores Resort
Car Park Modifications & Traffic Engineering Assessment
Prepared for: Date: 7 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 be reinstated as a formal 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 single titled/resident 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
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalFull text of the other 6 pages
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 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 titled/resident
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 falls under User Class 2 of AS2890.1 (i.e.
hotel/motel/visitors). The minimum parking space dimensions for this User Class are
shown below:
Figure 2: Parking Space # V8 Minimum Dimensions
Page | 2
Page 3
The proposed design (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: 2.8m
► Aisle width: 6.0m
The above dimensions exceed requirements of AS2890.1.
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 AS2890.1 are shown
below.
It is recommended that the wheel stop be positioned at 850mm to allow for larger
B99 vehicles (i.e. SUVs and 4x4s).
Figure 3: 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 larger 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 4: 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
6 8 10 METRES SCALE 1+ 100 (Al FULL SIZE) 11 200 (a3) PARKING ALLOCATION VISITOR SPACE 8 RESIDENT SPACE 30 TOTAL 38 PARKING SPACE REINSTATED “dINDI 100d VISITORS, PARKINGI8BNq] =] Le aieeatera Saeco =a DRIVEWAY ACCESS RADE noos® PA PLAN DETAIL (SCALE: 1:100) BICYCLE RACK RELOCATED L o A RELOCATE EXISTING BICYCLE RACK AND PARKING SPACE ADDED (REFER 80394 — 002 FOR DETAILS) STORAGE. @ OR Salis) SITE !NTEGRATED TRAFFIC ENGINEERING SITE TRAFFIC PTY LTD ABN: 33 651657 091 L1, 16 McDougallSt 15, 2 Corporate Crt Milton QLD 4064 Bundall QLD 4217 Tel: (07) 3554 1364 Tel: (07) 5591 9575 www.sitetraffic.com.au Email:[email protected] NORTHPOINT A sHOR NOOSA SHORES RESORT 86-88 NOOSA PARADE NOOSA HEADS DRAWING NUMBER 80394 - 001 A | Original Issue M MRSIC 04.11.2023 REVISION DRAWN DATE DESIGNED M MRSIC yoy APPROVED DATE H HUNT 04.11.2023 \ Aner RPEQ * 27009 CAR PARK PLAN GENERAL LAYOUT SHEET 4 OF 5 PROJECT NUMBER 80394 REVISION A
Page 6
a
is
a
EXISTING FIRE HOSE REEL
AND YELLOW LINE MARKING \.
NEW PARKING
BAY LINE
1 0 1 2 3 4 5 METRES
bee ee ee ere plese Loooit ff
et ae aye ae merge 5 SEIS) a SCALE 1+ 50 <Al FULL SIZE) 1+ 100 ‘Ad
acted
PLAN DETAI
(SCALE: 1:50)
TRAFFIG ERC EAY LTD echoed nv) NOOSA SHORES RESORT ORAWING NUMBER
ISBAN AS A Lees 86-88 NOOSA PARADENOOSAHEADS |80394 - 002
uy, 16 McDougallSt 15, 2 Corporate Crt DESIGNED APPROVED DATE SHEET 5 OF 3 REVISION
Milton QLD a0Ge Bundall QLD 4217 N M MRSIC H HUNT 04.11.2023 CAR PARK PLAN
Tel: (07) 3554 1364 ~~‘ Tel: (07) 5591 9575 A | Original issue M Mesiclo4.11.2023 . \ a APES DESIGN PROJECT NUMBER A
SITE INTEGRATED TRAFFIC ENGINEERING ee ered inencon Bawn| @OATe yr WN 27009 80394
Page 7
DESIGN VEHICLE
sete!
B99 Vehicle
Overall Length
Overall Width
Overall Body Height
Min Body Ground Clearance
Lock—to-lock time
Track Width
Curb to Curb Turning Radius
Le
5.200m
1,.940m
1.878m
0.272m
4.00s
1.840m
6.250m
€
woosh cae
EXIT OPTION 1
(SCALE: 1:100)
VEHICLE OUTLINE
VEHICLE OVERHANG
WHEEL TRACK
a
an a
=
|
{
1
|
|
€
nwoosh Jae
EXIT OPTION 2
(SCALE: 1:100)
2 0 e 4 6
8 10 METRES
SCALE 11100 CAl FULL SIZE) 1+ 200 (Aa
SITE TRAFFIC PTY LTD
ABN: 33 651657 091
L1, 16 McDougallSt 15, 2 Corporate Crt
Milton QLD 4064 Bundall QLD 4217
Tel: (07) 3554 1364 Tel: (07) 5591 9575 A | Original issue
M MRSIC}04.11.2023
www.sitetraffic.com.au
ITE INTEGRATED TRAFFIC ENGINEERING Email:[email protected] REVISION
DRAWN DATE
NOOSA SHORES RESORT
86-88 NOOSA PARADE NOOSA HEADS
DRAWING NUMBER
80394 - 003
NORTHPOINT A
DESIGNED APPROVED
N M MRSIC HHUNT
gore |\NAa008
DATE
04.11.2023
CAR PARK PLAN
VEHICLE SWEPT PATH ANALYSIS
SHEET 3 OF Q
PROJECT NUMBER
80394
REVISION
A
Used in these records
Noosa Shores Carpark - Site report.pdfRelated documentApplication case desk ↗
About this file
- File size
- 3.8 MB (large file)
- File type
No other editions are linked here.
Original file
Log in to download the original file
The download may take up to a minute.