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RFI - Updated Traffic Report
20925
RFI V 02
June 2020
Traffic Engineering Report
Proposed Medical Centre
45 Maple Street, Cooroy
Lot 15 C5605, Lot18 C5605 and Lot 1 and 2 on RP99323
For
Medicentre No. 2 Pty Ltd
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Page 2
Access & Parking Report 20925
Medical Centre, Cooroy
Medicentre No.2 Pty Ltd
June 2020
Proposed Medical Centre Development
45 Maple Street, Cooroy
Project Date Issue Dianne Hayes RPEQ 7086
20925 March 2020 DA 01a
20925 June 2020 RFI 02
Project No: 20925
June 2020
Status: RFI Issue no: 2
Hayes Traffic Engineering
PO Box 303
Coolum Beach Qld 4573
Phone: 0403 889 039
[email protected]
Dianne Hayes
RPEQ 7086
(c) Copyright Hayes Traffic Engineering
This report has been prepared for the exclusive use of the commissioning party and unless otherwise agreed in
writing by Hayes Traffic Engineering, no other party may copy, reproduce, distribute, make use of, or reply on the
contents of the report. No liability is accepted by Hayes Traffic Engineering for any use of this report, other than
for the purposes for which it was originally prepared and provided.
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Access & Parking Report 20925
Medical Centre, Cooroy
Medicentre No.2 Pty Ltd
June 2020
Table of Contents
1 INTRODUCTION ............................................................................................... 4
2 EXISTING CONDITIONS .................................................................................... 5
2.1 Street Network .............................................................................................. 5
2.2 Access ............................................................................................................ 6
2.3 Active Transport ............................................................................................ 6
3 DEVELOPMENT PROPOSAL .............................................................................. 8
3.1 Access Arrangements..................................................................................... 9
4 ACCESS ASSESSMENT .................................................................................... 10
5 PARKING REQUIREMENTS ............................................................................. 12
5.1 Noosa Council Requirements ....................................................................... 12
5.2 Australian Standards AS2890.1 Requirements............................................. 14
6 TRANSPORT ACCESSIBILITY............................................................................ 16
7 CONCLUSION................................................................................................ 17
Appendices
Appendix A – Proposed Development
Appendix B – Standard Driveway Drawing
Appendix C – Bus Network Map
Appendix D – Swept Path Analysis
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Access & Parking Report 20925
Medical Centre, Cooroy
Medicentre No.2 Pty Ltd
June 2020
1 INTRODUCTION
Hayes Traffic Engineering has been commissioned by Medicentre No.2 Pty Ltd to
provide traffic engineering advice for a proposed medical centre development at 45
Maple Street, Cooroy (refer to Figure 1). The property is described as Lot 15 C5605,
Lot 18 C5605 and Lot 1 and 2 on RP99323.
The proposed development layout, together with a concept site layout for the
proposed medical centre is included at Appendix A.
Figure 1 ‐ Proposed development site
Subject
Balance Lot
Site
Source: Qld Globe
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Access & Parking Report 20925
Medical Centre, Cooroy
Medicentre No.2 Pty Ltd
June 2020
2 EXISTING CONDITIONS
In order to assess the access arrangements of the proposal it is necessary to establish
existing transport conditions within the surrounding area.
2.1 Street Network
The development site is located at 45 Maple Street, Cooroy. Maple Street is local road
with a 40km/h speed limit.
Figure 2 – Maple Street (View looking north)
Figure 3 – Maple Street (View looking south)
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Access & Parking Report 20925
Medical Centre, Cooroy
Medicentre No.2 Pty Ltd
June 2020
2.2 Access
There are two existing access crossovers on Maple Street to access the properties.
The northern access will remain, and the southern access will be relocated to the
north.
Figure 4 – Existing Souther Driveways Crossover
Figure 5 – Existing Northern Driveways Crossover
2.3 Active Transport
A review of alternative transport options has been undertaken.
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Access & Parking Report 20925
Medical Centre, Cooroy
Medicentre No.2 Pty Ltd
June 2020
Pedestrian and Cycle Facilities
There is no pedestrian footpath along the frontage on Maple Street. There are no
formal cycle facilities in the area.
Figure 6 – Maple Street verge with no footpath
Public Transport
A bus stop (and bus shelter) is provided on both sides of Maple Street within 50m of
the subject site. Route 631 operates regular service between Nambour, Eumundi,
Cooroy and Noosa Heads from these bus stops. Please refer to Figure 2 and 3 for
existing bus stop facilities.
The train station is within 400m walking distance of the site and provides services
between Brisbane and Gympie.
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Access & Parking Report 20925
Medical Centre, Cooroy
Medicentre No.2 Pty Ltd
June 2020
3 DEVELOPMENT PROPOSAL
The proposal is to consolidate the three existing properties and construct a medical
centre. A plan of the proposed development has been provided by Blackburn Jackson
and is shown in Figure 7 and 8.
Figure 7 – Concept layout of proposed development
Figure 8 – Concept layout of proposed development
Source: Blackburn Jackson
Page 8
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Access & Parking Report 20925
Medical Centre, Cooroy
Medicentre No.2 Pty Ltd
June 2020
3.1 Access Arrangements
Vehicle access to the site will be provided from two separate driveways from Maple
Street. The northern access provides direct and convenient access to the basement
carpark with 37 car parking spaces and 7 spaces including 1 disables space at the street
level. The southern access will be exit only. Provision for a combined van space and
SRV space is provided and a standalone Ambulance bay has also been accommodated
close to the building entrance. Providing two access driveways allows safe access for
service and emergency vehicles and also allows for safe drop off and pick up of
patients.
A new pedestrian footpath will be constructed along the frontage with safe
connections into the site.
Figure 9 – Aerial View of Proposed Access Arrangements
Source: Near Map
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Access & Parking Report 20925
Medical Centre, Cooroy
Medicentre No.2 Pty Ltd
June 2020
4 ACCESS ASSESSMENT
Access arrangements to the development have been reviewed and assessed against
the requirements of the Noosa Plan – Transport and Parking Code and also Australian
Standards AS2890.1 for off‐street parking.
The southern crossover will be relocated approximately 6m to the north and the
northern crossover formalized. It is recommended the driveway crossover comply
with the requirements of IPWEA standard drawing SEQ‐ 051 for driveways as shown
in Appendix B.
From a traffic and safety perspective it is preferred is to have the northern access for
entry and egress with the southern access as exit only.
The allows direct entry to and from the basement car park.
It also minimises the traffic movements past those 7 driveways car parking
spaces and the pedestrian access.
For accessing the site, a right turn entry from Maple Street is preferred to
occur at the northern access because it is on the straight, with good approach
visibility and the bus bay to the left allows passing.
This circulation also allows the WCV to stand on site to conveniently wheel
the bins out for rear collection without impact/standing on the pedestrian
pathway entry into the building.
To comply with the requirements of AS2890.1 the gradient of the driveway should be
less than or equal to 1:20 (5%), and across the footpath the gradient should be less
than or equal to 1:40 (2.5%). The driveways are 1:19 to the property boundary and
1:40 across the 2m wide footpath. This is considered acceptable given the terrain of
the site.
To provide safe passage to pedestrians and cyclists on the pathway, sight lines must
be maintained between the property boundary and the driveway as shown in Figure
10.
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Access & Parking Report 20925
Medical Centre, Cooroy
Medicentre No.2 Pty Ltd
June 2020
Figure 10 – Sight Visibility Requirements
For Pedestrians and Cyclists at Driveways
Source: AS2890.1 Figure 3.3
Due to the 9m verge width and the alignment of the pedestrian path, the proposal
complies with the requirements and the sight triangles are clear of permanent
obstructions from the existing property boundary.
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Access & Parking Report 20925
Medical Centre, Cooroy
Medicentre No.2 Pty Ltd
June 2020
5 PARKING REQUIREMENTS
Car parking requirements for the proposed development are specified under the
Noosa Plan and in Australian Standards 2890.1:2004 Off‐Street Car Parking.
5.1 Noosa Council Requirements
The requirements for parking are indicated in Part 14 Codes for Development, Table
14‐51 Minimum Vehicle Parking Requirements. A summary of requirements for car
parking spaces is shown in Table 1 below.
Table 1 ‐ Council Minimum Car Parking Requirements
Type of Use Parking Requirement
Medical 1 space per 20m2, or part thereof, of use area.
OR
3 spaces per medical practitioner whichever is greater
Compliance with Council Requirements
The development comprises of medical spaces with a combined gross floor
area (GFA) of 968m2 and use area of 880m2. The proposed development has
made provision for 44 on‐site parking spaces including 1 disabled space. There
are 12 tandem spaces which will specifically be allocated for all day staff. There
is an allocated ambulance bay as well as a combined Van and SRV bay.
Table 2 ‐ Car Parking Requirements & Provision
Type of Use Requirement GFA Required Provided
2 2
Office 1 / 20m 880m 44 44
The proposal complies with the minimum number of required car parking
spaces.
A total of 11 bicycle parking spaces are provided and 8 motorcycle spaces.
Bicycle and motorcycle parking have been located conveniently in the
basement car park, adjacent to the lobby lift area, with convenient access to
end of trip facilities.
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Access & Parking Report 20925
Medical Centre, Cooroy
Medicentre No.2 Pty Ltd
June 2020
Waste collection services have been accommodated within the site. A
combined Van and SRV bay has been provided, as well as a standalone
ambulance bay.
Waste collection has been accommodated on‐site via a rear loading vehicle.
Please refer to attached swept path in Appendix D and shown in Figure 11.
Figure 11– Swept Path for Rear Loading WCV Vehicle
Bins collected via rear loading
WCV at this location
Refuse collection will also be undertaken on site with entry from the northern
access and exit via the southern access.
The ambulance will enter from the northern access and reverse into the
ambulance and forward out on Maple Street as shown in Figure 12 and
Appendix D.
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Access & Parking Report 20925
Medical Centre, Cooroy
Medicentre No.2 Pty Ltd
June 2020
Figure 12– Swept Path for Ambulance
Based on the above assessment of car parking, cycle facilities and service
vehicle access, the proposed development generally complies with the
requirements of Council and is considered suitable for the proposed
development.
5.2 Australian Standards AS2890.1 Requirements
The requirements for parking are outlined in AS2890.1:2004 Off‐street car parking.
The proposed development requires facilities for short‐term parking identified as User
Class 3 (short term medical parking). Dimensions for car parking spaces are outlined
in Figure 2.2 of AS2890.1. Minimum requirements for 90 degree angle parking bays
include a minimum width of 2.6m, length of 5.4m and aisle width of 5.8m.
Parking for disabled spaces must comply with AS2890.6 with a 2.4m wide space and
adjacent 2.4m shared area.
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Access & Parking Report 20925
Medical Centre, Cooroy
Medicentre No.2 Pty Ltd
June 2020
Compliance with Australian Standards AS2890.1
Parking spaces within the site are indicated on the layout provided by
Blackburn Jackson.
All parking spaces are a minimum width of 2.6m, length of 5.4m with a
minimum aisle width of 6.0m. The proposed parking spaces comply with
AS2890.1 (Figure 2.2). A further 300mm is provided for space 29, 37 and 44
that is adjacent to a wall. A turn bay has been provided to facilitate turning
manoeuvers within the basement car park.
Motorcycle spaces comply with the requirements of Clause 2.4.7 and Figure
2.7 of AS2890.1
The proposed disabled parking space complies with the requirements of
AS2890.6:2009 Figure 2.3 and is conveniently located close to the pedestrian
access ramp into the building.
The headroom clearance in the basement complies with the minimum
requirement of 2.2m as outlined in Clause 5.3.1 of AS2890.1.
In summary the proposed car parking spaces and aisle widths comply with the
requirements of AS2890 and are considered adequate and suitable for the
intended use.
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Access & Parking Report 20925
Medical Centre, Cooroy
Medicentre No.2 Pty Ltd
June 2020
6 TRANSPORT ACCESSIBILITY
Sustainable transport initiatives recommend the implementation of measures to
encourage the use of alternative modes of transport and to minimise travel distance
on the road network. An assessment of the location of the proposed development
and the opportunities to influence travel by reducing car trips has been undertaken to
minimise the negative impact of travel and transport on the environment. It is
important to implement these measures to reduce car travel which can have positive
effects on the economy and the environment. Pedestrian facilities have the greatest
potential to replace car trips.
The proposed development is located with excellent access to footpaths and bus
services. The development links to existing footpaths on Maple Street and provides a
connection to other residential, medical uses and business areas in Cooroy as well as
access to bus services. Existing bus shelters are provided on Maple Street within 50m
of the site to access Bus Routes 631. Please refer to Appendix C for Bus Route Map
details. The development is well located to Cooroy business areas, medical facilities
and other community facilities.
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Access & Parking Report 20925
Medical Centre, Cooroy
Medicentre No.2 Pty Ltd
June 2020
7 CONCLUSION
The access and parking provisions for the proposed medical centre, located at 45
Maple Street, Cooroy has been assessed with respect to Noosa Council requirements
and Australian Standards 2890.1.
Results of the assessment indicate that the number of parking spaces (44) provided
for the proposed development is compliant with Council requirements.
Bicycle parking and end of trip facilities have also been conveniently provided on site
and comply with Council requirements. Pedestrian linkages to and from the site have
been included as part of the proposal and are considered suitable.
The access driveway locations have been reviewed. It is preferable to have all
movement entry and exit from the northern driveway access for the basement and
exit only from the southern access. It is recommended the driveway crossovers
comply with the requirements of IPWEA standard drawing SEQ‐ 051 for a general
wide flared driveway.
Swept path analysis for the waste collection vehicle and ambulance have been
undertaken and considered suitable for the site.
In conclusion, the proposed parking and access arrangements are considered
adequate and suitable for the proposed development and comply with the
requirements of Council and AS2890.
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Access & Parking Report 20925
Medical Centre, Cooroy
Medicentre No.2 Pty Ltd
June 2020
Appendix A
Proposed Development Concept Plans
Page 18
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PROPOSED MEDICAL CENTRE, MEDICENTRE No 2 Pty Ltd Information Request SLACK BUINEJ/CSON issue: 04 date : 11-06-20 ARCHITECTURE | LANDSCAPE | INTERIOR | PROJECT MANAGEMENT 45 MAPLE STREET, COOROY COVER SHEET 1598-DA01 1898-22-Maple Street Cooroy.pin Thursday, 11 June 2020 12:06 pm The designs, drawings and specification are copyright and always remain the property of Blackburne Jackson Design Pty Ltd.
Page 20
XS SUBJECT-SITE ASA 7 , oil 4 é ¥ va axe' Ne = Gi: pe at eli a SITE LOCATION 1:250 PROPOSED MEDICAL CENTRE, 49 MAPLE STREET, COOROY 1898.2: ~ BALANCE LOT &— VIEW POINT MEDICENTRE No 2 Pty Ltd PROJECT SUMMARY PROJECT SUMMARY LOTS 15 & 18 ON C5605 & LOT 1 & 2 ON RP99323 LOCALITY OF COOROY LOCAL GOVERNMENT : NOOSA SHIRE COUNCIL issue: 05 1598-DA02 SITE AREA 3119m2 MAPLE STREET - SUBJECT SITE AREA = 2276m? MYALL STREET - BALANCE SITE AREA = 843m? PERMITTED SITE COVER = 1138m2 (50% OF 2276m?) PROPOSED SITE COVER = 1020m? OR 44.8% GROSS FLOOR AREA = 968m? USE AREA = 880m? CARPARKING REQUIRED = 880m?/20 = 44 CARPARKING PROVIDED GROUND (CLASS 3 CAR SPACES) = 9 BASEMENT [CLASS 3 CAR SPACES) = 29 BASEMENT (TANDEM CAR SPACES (STAFF)) = 6 CARPARKING PROVIDED TOTAL = 44 BICYCLE PARKING PROVIDED = 11 MOTORCYCLE PARKING REQUIRED = 8.8 MOTORCYCLE PARKING PROVIDED = 8 SERVICE VAN SPACES REQUIRED SERVICE VAN SPACES PROVIDED ll ll = = AMBULANCE LAYBY SPACE PROVIDED NOTES : ALL CARPARKING IN ACCORDANCE WITH AS2890.1 ALL BICYCLE PARKS IN ACCORDANCE WITH AS 2890.3 BICYCLE STORAGE AS SHOWN MINIMUM TYPICAL DIMENSIONS: ALLAISLES : 6.0m WIDE SINGLE CAR : 5.4mx 2.6m date : 11-06-20 Information Request north i | 1:5000A3 ARCHITECTURE | LANDSCAPE | INTERIOR | PROJECT MANAGEMENT The designs, drawings and specification are copyright and always remain the property of Blackburne Jackson Design Pty Ltd.
Page 21
08 % a er 120 wee 120.5/ a> 9 v 121 » yy \ vo 2 121.5 \ \ | / 4 / aE 122 cE PES / oe, a oevéNTiON Bx ~ /TANK “4 7 ws 122.5 ‘ | | | UNDERCROFT | PLANT 123 A 08 120 PROPOSED MEDICAL CENTRE, MEDICENTRE No 2 Pty Ltd se tas saa a BLICKBURNEJ/CICSON issue: 07 date : 11-06-20 ARCHITECTURE | LANDSCAPE | INTERIOR | PROJECT MANAGEMENT 49 MAPLE STREET, COO ROY FLOOR PLAN - BASEMENT 1598-DA03 The designs, drawings and specification are copyright and always remain the property of Blackburne Jackson Design Pty Ltd.
Page 22
RL 120.785 Ae
KERB INVERT
RL 120.600 ADJOINING
RL 120.835 LOT
\/ 1205/
‘ RL 120.865
gb
SITE ENTRY u
AND EXIT .
KERB INVERT
RL 120.965
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Sa STAIRS UP // 1
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RL 122.610
RL 122.635
RL 122.585
KERB INVERT
RL 122.400
122.
RL 123.130
SITE EXIT
ONLY
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INVERT
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RL 122.635 7] P
RL 122.685 a RL 122.135 /
yO OLANCE BARK
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123
RETAINING WALL EGRESS PATH
1000 CLEAR FROM DRIVEWAY TO POWER POLE
EXISTING POWER POLE
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2
in
issue: 08 date : 16-06-20
PROPOSED MEDICAL CENTRE, MEDICENTRE No 2 Pty Lt coos 7P, BUCKBURNEJ/CKSON
49 MAPLE STREET, COO ROY FLOOR PLAN - GROUND / LEVEL 1 1598-DA04
ARCHITECTURE | LANDSCAPE | INTERIOR | PROJECT MANAGEMENT
The designs, drawings and specification are copyright and always remain the property of Blackburne Jackson Design Pty Ltd.
Page 23
Access & Parking Report 20925
Medical Centre, Cooroy
Medicentre No.2 Pty Ltd
June 2020
Appendix B
Driveway Standard Drawing
Page 19
Page 24
NOTES:
1500 1500
1. This drawing applies to industrial, commercial and multi unit residential domains. iD eee : el ~~ ee el
2. Entrances and exits for off street parking to be designed in accordance with AS 2890 Kerb Lip C 7 Kerb Lip
and Austroads — guide to Traffic management Part 11:Parking. Clause 6.1. —_ - TT a a —_—r—-
3. Driveways for Heavy Vehicles to be designed in accordance with AS 2890 Off Street =} Ss o /
Parking. Part 2 : Commercial Vehicle Facilities. < 2 99, Oo. 7
4. Adequate sight distances to be provided in accordance with AS 2890 Part 1:Off Street 04% 1S 4 7 + +t»
Carparking Figures 3.2 & 3.3. iu - “fe
5. Driveways inside property to be constructed square to the street alignment and wholly Pathway Pathwa
contained within the site frontage. y Exit Entry
6. For water sensitive urban design verges, the profile of the vehicular crossing is to 7
follow the existing verge profile. Property Boundary | . .
7. Crossings to be located clear of existing gully pits. (min. 1m) Where this cannot be 1500 W1 1500 W2 Wi Full width paving to verge
achieved, the gully pit and any connecting pipework shall be relocated at the property ' '
owners expense to the satisfaction of Council. 1500
8. Proof roll Subgrade to 200 beyond concrete edge with 3 passes of a CC10 Roller (or Surface treatment to —
equivalent). No deflecton on last pass. LA match existing/approved
9. Plain concrete surfaces to be transverse heavy broom finished. ae GENERAL WIDE CENTRE ISLAND along frontage
10. Decorative surfaces, where approved to have a Smm max. depth variation in the a iS
finished surface profile. <p AS
11. Control joints are to be sealed with a low modulus self priming sealant to the 1500 1500 1500 Oo 3100 gy 1500
manufacturers specification. Control joint spacing maximum 3m x 3m. Kerb Li rs ee eee eo Kerb Li P| ___ ————~| f_ __ TT
12. All surfaces subject to pedestrian traffic (including Vehicle Crossings) are to comply P erd Hip
with note 30 on Standard Drawing RS—050. 7-7 TT 7 Tr Y tO y- a 7
13. Crossings to be located clear of water and sewer main fittings and manholes. Where a Ss oO / © — 4 60 /
crossing increases or decreases the cover over a main then the standard cover will be 2 oO. / — y
reinstated. Minimum cover and treatment to other services is to be in accordance with 4 L
the service authorities requirements. Ser =
14. All concrete construction to comply with the requirements of AS 3600. Concrete Code. Nee
15. All concrete to be Grade N32 in accordance with AS 1379 Exit ~ °
16. All adjacent asphalt or concrete surfaces and pavements to be saw cut
17. Variations to the designs shown are subject to approval from relevant Council. Property Boundary / ( |
18. Refer RS—049 for crossing prohibited locations. W1 } W2 ] wi Surface to be
19. All appropriate permits must be obtained from Council, including approval of location contrasting hardstand
and levels prior to excavation. Kerb to taper to 1500 heatments
20. Where directed by Council Tactile Ground Surface Indicators are to be provided existing footpath level
adjacent to the crossing in accordance to AS 1428.4. LA
21. Valves, hydrants located within the crossing shall have HDPE surround or equivalent at 1490 from Kerb face
placed between the service lid and the concrete. For any alterations to levels contact GENERAL WIDE FLAIRED CENTRE ISLAND
relevant Authority prior to concrete pour.
22. All dimensions ore in millimetres unless shown otherwise. (LEFT IN / LEFT OUT ONLY)
S 2 g 9 g Height above Invert
1 Ss ; L I of Channel (mm)
wn 1. ° 0 2 Distance from Invert
y re ° L ° of Channel _(m)
Prop. Bdy.
Existing standard verge Proposed Saw cut and break profile outside vehicular
profile outside vehicular Vehicle out back of kerb crossing. Min 175mm Concrete
crossing. Crossing and channel. saw cut bitumen 40 min. thick with SL72
1 1.5m | 1.5m surface 300_, 300 Asphalt surfacing Reinforcement
Footpath Transition
oe
5 x 10 wide sealant WA
over debonding tape.
Sand blinding layer 50 max. Min. 175mm Concrete with
SL72 Reinforcement.
Road Surface
Galvanised Dowels 400
x R24 at 300 crs.
These drawings have been developed in consultation between the participating Councils. .
BEFORE USE, the user shall confirm that the drawing has been adopted by the appropriate Council.
Min. type 2.3 material or —
full depth asphalt pavement
Existing standard verge
Sand _ blinding
layer 50 max
Proposed vehicle crossing
to match exisitng
TYPICAL SECTION — CHANNEL REMOVED
10/17
Review
06/16
Review
06/14
Review
03/14
Amended Drawing Number
12/11
Drawing number changed from SEQ RS-051 to RS-051
oP [>| y]e|z]
06/10
DATE
Review
REVISIONS 03709 _ ORIGINAL_ISSUE
INSTITUTE OF PUBLIC WORKS ENGINEERING AUSTRALASIA
STANDARD DRAWINGS
VEHICLE CROSSINGS
HEAVY DUTY RS—051
Beer ries
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Access & Parking Report 20925
Medical Centre, Cooroy
Medicentre No.2 Pty Ltd
June 2020
Appendix C
Bus Route Map
Page 20
Page 26
Ticketing information Timetable information 630, 631,
How to read this timetable
632
Ticket type Where to buy tickets
1. Use the route map to find the two
Selected go card agents and
TransLink bus operators ^
timing points your stop is located
on the TransLink website
TransLink fare machines
between.
2. Find these points on the timetable. 630 Noosa to Nambour
via Eumundi
selected stations
Queensland Rail
Your bus is scheduled to arrive
between the times shown for these
points. For example, if your bus stop 631 Noosa to Nambour
via Cooroy and Eumundi
is between timing points A and B on
the map, then the bus is scheduled to
TransLink go card ✔ * ✔ ~ arrive between the times listed for 632 Noosa to Cooran
A smart card that via Cooroy and Pomona
A and B .
stores value for Please note the times shown are
travel on TransLink
approximate. We advise customers to
services.
be at their bus stop at least five minutes Effective from 29 July 2019
TransLink single # ✔ ✔ ✔
One-way ticket to
before the scheduled departure time.
reach your destination
(not return). Final Travel tips Route descriptions
transfers must be
made within two hours
1. Pre-plan your trip at MyTransLink app,
translink.com.au or call 13 12 30.
630 Noosa to Nambour
of ticket issue. via Eumundi
Proof of concession entitlement must be presented upon request by a driver or
2. Top up your go card or have the servicing Noosa Junction,
authorised person to travel on a concession fare. Please visit translink.com.au correct fare ready before boarding. Noosa Heads, Eumundi
for more information about ticketing including where to buy a go card, or call
TransLink on 13 12 30. If you have a concession card, have it and Nambour.
* – Top up an existing go card only. ^ – Excludes Transport for Brisbane. ready to show the driver. Operates Monday to Saturday.
~ – Top up an existing go card at all fare machines with adult go cards also 3. Read the number on the approaching
631 Noosa to Nambour
available for purchase from selected fare machines at busway stations
and bus interchanges. bus to check if it is the one you want.
# – Further conditions apply for single tickets. Passengers travelling through 4. Raise your hand so the driver knows via Cooroy and Eumundi
4 zones or more will have their final transfer time extended a further
90 minutes in addition to the two hours.
to stop. servicing Noosa Junction,
5. On the bus find your seat quickly. If Tewantin, Cooroy, Eumundi,
you need to stand, hold onto a handle. Yandina and Nambour.
Track your bus 6. Ring the bell to let the driver know to Operates 7 days.
stop at the next stop for you to get off.
in real-time with our Stay seated until the bus stops and 632 Noosa to Cooran
MyTransLink app. touch off with your go card as you TLSBTT005 via Cooroy and Pomona
get off. Due to unforeseen circumstances, details on this servicing Noosa Junction,
7. Wait for the bus to move away and timetable may change.
Noosa Civic, Tewantin,
TLSBTT005
check the road is clear before crossing Download the MyTransLink app for the most Cooroy, Pomona and Cooran.
the road. relevant bus, train, ferry and tram information Operates 7 days.
APP
in the palm of your hand.
Your Sunshine Coast bus operator
Also available for train, ferry and tram.
© The State of Queensland (Department of Transport and Main Roads) 2019
Printed July 2019
Page 27
Routes
630, 631, 632 Route map
Tewantin Noosa Heads
Werin St
Tewantin Tewantin
Hastings St
Continues to Cooran State Central
see inset below right School B
Weyba Rd
e
Poinciana Ave
Pd
Noosa
Noosa Dr
Butler St
I Heads
sa
El
M
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station
em
St
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Thomas St
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Gympie Tce
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Tinbeerwah
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Cooroy-Noosa Rd Mary St Noosa Junction ie
Eumundi Rd
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Goodch a
Mary River Noosa
A Be
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K station
Rd
Private Gibson Rd ach Rd
Weyba Rd
Beckmans Rd
Tewantin Rd
Cooyar St
Hospital
Emerald St J Noosa 630
r
Reef St
D
St Teresa’s Noosa
ap Wattle St
Leslie Dr
s
Fair
631
p
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Garnet St Catholic Village
St
dr
College Noosaville 632
An
H Cooroy
Sunrise Rd d
St
R
Noosaville Eenie Creek Rd
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station
sa
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Cooroy State
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Eumundi-
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School
M
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Myall St
O
Noosa District C
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Walter Hay Dr
rla
State High School
Noosa Civic
nd
er
Av
e
Rd
lls
rre
Zone 8
Fe
Emu Mountain Rd
Zone 7
Bruce Hwy
Doonan
Route 630
Key N
Eumundi-Kenilworth Rd
ck W Eumundi-Noosa Rd Servicing route 630
ay
route 631
li
Noosa Junction
ap
C
Eumundi
M
Noosa Heads route 632
em
Primary School
D
or
Eumundi
ia
Eumundi zone boundary
l D
r
Eumundi Nambour A timing points
station
Bunya Rd bus station
Route 631 Route 632 train line & station
Servicing Servicing school
Noosa Junction Noosa Junction TAFE
Bruce Hwy
Tewantin Noosa Civic
shops
Cooroy Tewantin
Eumundi Cooroy hospital
Yandina Pomona park ‘n’ ride
Nambour Cooran Diagrammatic map - not to scale
Yandina
Rd
Railway St
Farrell St
n
Ki
n
Ki
Yandina To Gympie North Cooran
Pomona
Low St station Yandina-Coolum Rd
Cooran
Ki
Stevens St station
ng
St
G Queen St Greenridge Pinbarren Rd
g
St
Old Gympie Rd
in
N
em
Bruce Hwy
Fl
Ra
St
632
ilw
ge
ay
id
Br
Rd
Louis Bazzo Dr
Zone 7
N
am
bo
Noosa District
ur
State High School
C
Zone 6
Pound Rd
on
ne
Summit Rd
ct
io
n
Rd
Pomona
Fa
ct
or
St
y
ill
St
Zone 8
H
Yurol Forest
Rd
Pomona
M station
National Park Rd Bli Bli Rd
Reserve St
St
n
to
e
Av
r
he
n
et
Bruce Hwy
io
H
N
at
St
os
F
on
e
pi
Nambour
Nambour
ic
or
ta
Pr
C
lR
General
d
El
Hospital
Currie St
m
630
St
Nambour
station E
631 Continues to Noosa Junction.
See map to left.
Centenary Square
Mill St Howard St Nambour Plaza
To Brisbane City
Page 28
Route
Noosa to Nambour via Eumundi
630 servicing Noosa Junction, Noosa Heads, Eumundi and Nambour
Monday to Friday
map
ref Route number 630 630 630 630
am am am am
A Noosa Junction station stop A 5.55 W7.50 8.03 W8.55
B Noosa Heads station (PL1) 6.00 W7.55 8.08 W9.00
C Eumundi Rd near Rene St 6.09 W8.04 8.17 W9.09
D Eumundi Markets 6.28 W8.23 8.36 W9.28
E Nambour station 6.50 - 8.58 -
Saturday
map
ref Route number 630 630 630 630 630 630 630 630
am am am am am am am pm
Coolum Beach, David Low Way C7.15 C7.45 - - - - - -
A Noosa Junction station stop A C7.40 C8.10 8.40 9.10 9.40 10.10 10.40 3.38
B Noosa Heads station (PL1) C7.45 C8.15 8.45 9.15 9.45 10.15 10.45 3.43
C Eumundi Rd near Rene St C7.53 C8.23 8.53 9.23 9.53 10.23 10.53 3.51
D Eumundi Markets C8.10 C8.40 9.10 9.40 10.10 10.40 11.10 4.08
E Nambour station - - - - - - - 4.28
Route
Nambour to Noosa via Eumundi
630 servicing Nambour, Eumundi, Noosa Heads and Noosa Junction
Monday to Friday
map
ref Route number 630 630 630 630 630 630
am pm pm pm pm pm
E Nambour station 6.50 - - 5.57 7.21 7.39
D Eumundi Markets 7.10 W12.20 W1.30 6.17 7.41 7.59
C Eumundi Rd near Rene St 7.22 W12.32 W1.42 6.29 7.53 8.11
B Noosa Heads station (PL2) 7.39 W12.49 W1.59 6.46 8.10 8.28
A Noosa Junction station 7.45 W12.55 W2.05 6.52 8.16 8.34
Saturday
map
ref Route number 630 630 630 630 630 630 630 630
am am am am am am pm pm
E Nambour station - - - - - - - -
D Eumundi Markets 8.45 9.15 9.45 10.15 10.45 S11.15 12.15 12.45
C Eumundi Rd near Rene St 8.57 9.27 9.57 10.27 10.57 S11.27 12.27 12.57
B Noosa Heads station (PL2) 9.10 9.40 10.10 10.40 11.10 S11.40 12.40 1.10
A Noosa Junction station 9.15 9.45 10.15 10.45 11.15 S11.45 12.45 1.15
Coolum Beach, David Low Way - - - - - S12.20 - -
Please note
Route 630 does not operate on Sunday.
Explanations
- Bus does not travel via this location.
C Service runs from Coolum Beach to Eumundi via Sunshine Beach and Noosa.
S Service runs from Eumundi to Coolum Beach via Noosa and Sunshine Beach.
W Service operates on Wednesday only.
PL1 Platform 1
Train connections
PL2 Platform 2 Transfer to or from the Sunshine Coast line at Nambour station.
* Public holidays – Please visit translink.com.au or call 13 12 30 for For real-time connecting train services, please download the
confirmation of public holiday timetables. MyTransLink app, visit translink.com.au or call 13 12 30.
Page 29
Route
Noosa to Nambour via Cooroy and Eumundi
631 servicing Noosa Junction, Tewantin, Cooroy, Eumundi, Yandina and Nambour
Monday to Friday
map
ref Route number 631 631 631 631 631 631 631 631 631 631 631
am am am am pm pm pm pm pm pm pm
A Noosa Junction station stop A 4.55 6.01 9.13 10.43 12.13 1.43 3.05 4.08 5.15 5.40 7.43
B Noosa Heads station (PL1) 5.00 6.06 9.18 10.48 12.18 1.48 3.10 4.13 5.20 5.45 7.48
I Tewantin Central 5.12 6.18 9.30 11.00 12.30 2.00 3.22 4.25 5.32 5.57 8.00
H Cooroy station 5.28 6.34 9.46 11.16 12.46 2.16 3.38 4.41 5.48 6.13 8.16
D Eumundi Markets 5.40 6.46 9.58 11.28 12.58 2.28 3.50 4.53 6.00 6.25 8.28
G Yandina 5.53 6.59 10.11 11.41 1.11 2.41 4.03 5.06 6.13 6.38 8.41
F Nambour General Hospital 6.04 7.10 10.22 11.52 1.22 2.52 4.14 5.17 6.24 6.49 8.52
E Nambour station 6.10 7.16 10.28 11.58 1.28 2.58 4.20 5.23 6.30 6.55 8.58
Saturday
map
ref Route number 631 631 631 631 631 631 631 631
am am am am pm pm pm pm
A Noosa Junction station stop A 6.13 7.43 9.13 10.43 12.13 1.43 4.43 6.13
B Noosa Heads station (PL1) 6.18 7.48 9.18 10.48 12.18 1.48 4.48 6.18
I Tewantin Central 6.30 8.00 9.30 11.00 12.30 2.00 5.00 6.30
H Cooroy station 6.46 8.16 9.46 11.16 12.46 2.16 5.16 6.46
D Eumundi Markets 6.58 8.28 9.58 11.28 12.58 2.28 5.28 6.58
G Yandina 7.11 8.41 10.11 11.41 1.11 2.41 5.41 7.11
F Nambour General Hospital 7.22 8.52 10.22 11.52 1.22 2.52 5.52 7.22
E Nambour station 7.28 8.58 10.28 11.58 1.28 2.58 5.58 7.28
Sunday & public holidays*
map
ref Route number 631 631 631 631 631 631
am am pm pm pm pm
A Noosa Junction station stop A 9.13 10.43 1.43 3.13 4.43 6.13
B Noosa Heads station (PL1) 9.18 10.48 1.48 3.18 4.48 6.18
I Tewantin Central 9.30 11.00 2.00 3.30 5.00 6.30
H Cooroy station 9.46 11.16 2.16 3.46 5.16 6.46
D Eumundi Markets 9.58 11.28 2.28 3.58 5.28 6.58
G Yandina 10.11 11.41 2.41 4.11 5.41 7.11
F Nambour General Hospital 10.22 11.52 2.52 4.22 5.52 7.22
E Nambour station 10.28 11.58 2.58 4.28 5.58 7.28
Train connections
Transfer to or from the Sunshine Coast
Explanations line at Nambour station.
PL1 Platform 1 For real-time connecting train services,
* Public holidays – generally, a Sunday timetable will operate o n most gazetted public holidays. please download the MyTransLink app,
Please visit translink.com.au or call 13 12 30 for confirmation of public holiday timetables. visit translink.com.au or call 13 12 30.
Page 30
Route
Nambour to Noosa via Eumundi and Cooroy
631 servicing Nambour, Yandina, Eumundi, Cooroy, Tewantin and Noosa Junction
Monday to Friday
map
ref Route number 631 631 631 631 631 631 631 631 631 631 631
am am am am pm pm pm pm pm pm pm
E Nambour station 7.20 9.09 10.33 11.32 12.03 1.33 3.03 4.31 5.31 6.57 7.57
F Nambour General Hospital 7.23 9.12 10.36 11.35 12.06 1.36 3.06 4.34 5.34 7.00 8.00
G Yandina 7.32 9.21 10.45 11.44 12.15 1.45 3.15 4.43 5.43 7.09 8.09
D Eumundi Markets 7.44 9.33 10.57 11.56 12.27 1.57 3.27 4.55 5.55 7.21 8.21
H Cooroy station 8.01 9.50 11.14 12.13 12.44 2.14 3.44 5.12 6.12 7.38 8.38
I Tewantin Central 8.17 10.06 11.30 12.29 1.00 2.30 4.00 5.28 6.28 7.54 8.54
B Noosa Heads station (PL2) 8.29 10.18 11.42 12.41 1.12 2.42 4.12 5.40 6.40 8.06 9.06
A Noosa Junction station 8.35 10.24 11.48 12.47 1.18 2.48 4.18 5.46 6.46 8.12 9.12
Saturday
map
ref Route number 631 631 631 631 631 631 631 631 631 631
am am am am pm pm pm pm pm pm
E Nambour station 7.10 - 9.03 10.33 12.03 1.33 3.03 4.33 6.03 7.33
F Nambour General Hospital 7.13 - 9.06 10.36 12.06 1.36 3.06 4.36 6.06 7.36
G Yandina 7.26 - 9.19 10.49 12.19 1.49 3.19 4.49 6.19 7.49
D Eumundi Markets 7.38 8.15 9.31 11.01 12.31 2.01 3.31 5.01 6.31 8.01
H Cooroy station 7.51 8.28 9.44 11.14 12.44 2.14 3.44 5.14 6.44 8.14
I Tewantin Central 8.07 8.44 10.00 11.30 1.00 2.30 4.00 5.30 7.00 8.30
B Noosa Heads station (PL2) 8.19 8.56 10.12 11.42 1.12 2.42 4.12 5.42 7.12 8.42
A Noosa Junction station 8.25 9.02 10.18 11.48 1.18 2.48 4.18 5.48 7.18 8.48
Sunday & public holidays*
map
ref Route number 631 631 631 631 631 631 631
am am pm pm pm pm pm
E Nambour station 7.10 10.33 12.03 3.03 4.33 6.03 7.33
F Nambour General Hospital 7.13 10.36 12.06 3.06 4.36 6.06 7.36
G Yandina 7.26 10.49 12.19 3.19 4.49 6.19 7.49
D Eumundi Markets 7.38 11.01 12.31 3.31 5.01 6.31 8.01
H Cooroy station 7.51 11.14 12.44 3.44 5.14 6.44 8.14
I Tewantin Central 8.07 11.30 1.00 4.00 5.30 7.00 8.30
B Noosa Heads station (PL2) 8.19 11.42 1.12 4.12 5.42 7.12 8.42
A Noosa Junction station 8.25 11.48 1.18 4.18 5.48 7.18 8.48
Train connections
Explanations Transfer to or from the Sunshine Coast
- Bus does not travel via this location. line at Nambour station.
PL2 Platform 2 For real-time connecting train services,
* Public holidays – generally, a Sunday timetable will operate o n most gazetted public holidays. please download the MyTransLink app,
Please visit translink.com.au or call 13 12 30 for confirmation of public holiday timetables. visit translink.com.au or call 13 12 30.
Page 31
Route
Noosa to Cooran via Cooroy and Pomona
632 servicing Noosa Junction, Noosa Civic, Tewantin, Cooroy, Pomona and Cooran
Monday to Friday
map
ref Route number 632 632 632 632
am am pm pm
A Noosa Junction station stop B - - 12.05 5.15
J Weyba Rd near Swan St - - 12.10 5.20
K Noosa Village - - 12.15 5.25
L Noosa Civic Shopping Centre - - 12.25 5.35
I Tewantin Central - - 12.30 5.40
H Cooroy station 7.00 8.05 12.45 5.55
M Pomona 7.15 8.20 1.00 6.10
N Cooran, King St 7.25 8.30 1.10 6.20
Saturday, Sunday & public holidays*
map
ref Route number 632 632 632
am pm pm
A Noosa Junction station stop B 7.25 12.05 5.15
J Weyba Rd near Swan St 7.28 12.08 5.18
K Noosa Village 7.30 12.10 5.20
L Noosa Civic Shopping Centre 7.42 12.22 5.32
I Tewantin Central 7.49 12.29 5.39
H Cooroy station 8.03 12.43 5.53
M Pomona 8.16 12.56 6.06
N Cooran, King St 8.27 1.07 6.17
Route
Cooran to Noosa via Pomona and Cooroy
632 servicing Cooran, Pomona, Cooroy, Tewantin, Noosa Civic and Noosa Junction
Monday to Friday
map
ref Route number 632 632 632 632
am am pm pm
N Cooran, King St 7.30 8.35 1.15 6.25
M Pomona 7.41 8.46 1.26 6.34
H Cooroy station 7.50 8.56 1.36 6.42
I Tewantin Central - 9.16 1.56 7.00
L Noosa Civic Shopping Centre - 9.25 2.05 7.07
K Noosa Village - 9.33 2.13 7.14
J Weyba Rd near Swan St - 9.35 2.15 7.16
A Noosa Junction station - 9.40 2.20 7.20
Saturday, Sunday & public holidays*
map
ref Route number 632 632 632
am pm pm
N Cooran, King St 8.35 1.15 6.25
M Pomona 8.45 1.25 6.34
H Cooroy station 8.54 1.34 6.42
I Tewantin Central 9.13 1.53 7.00
L Noosa Civic Shopping Centre 9.21 2.01 7.07
K Noosa Village 9.28 2.08 7.14
J Weyba Rd near Swan St 9.30 2.10 7.16
A Noosa Junction station 9.35 2.15 7.20
Explanations
- Bus does not travel via this location.
* Public holidays – generally, a Sunday timetable will operate o n most gazetted public holidays.
Please visit translink.com.au or call 13 12 30 for confirmation of public holiday timetables.
Page 32
Access & Parking Report 20925
Medical Centre, Cooroy
Medicentre No.2 Pty Ltd
June 2020
Appendix D
WCV and Ambulance
Swept Path Analysis
Page 21
Page 33
CONCEPT ONLY
B
08
RL 120.785
18
KERB INVERT 20.4
RL 120.600 ADJOINING 0"
RL 120.835 LOT 3◦ 32'2 120
6
120.5 00
54
26
00
SITE ENTRY 00
RL 120.865 26
AND EXIT
KERB INVERT 00
35
RL 120.965 1:4 9
121 GR. 0 1
VAN
8
GRA:190 288 SRV
153
= 1 mm in
DE :26
er
◦ 30'
GR 7.5m
ADE
tom ad
RL 121.000 RL 120.477
00"
Cus r Lo
RL 121.050
0
RL 121.080
36
3 1:2 DE
.
reserved
= 1 mm in RL120.577 GRA
rights
32.
All
, Inc.
Rea
Solutions
Transoft
:21
2020
(c)
GR 7.5m
813
ADE
6x4
RL 120.717
TH
121.5
TPA
RL 120.577
00
M1
42.9
CustomLoader
FOO
14 RL 121.030 A
00
84
70
30.3
7
08
26
0"
◦ 01'00
"
05'1
74
70
r
00
59
6x4 Rea
25 ◦
6
STAIRS UP
26
20
00
00
K
5
26
122
BAC
153
ADE
BY
GR @
RL
◦ 30'
LOB
SET
00
RL 122.610 123
r1:2106.6m
WC
4
.130
00"
26
RAM 1:14
RL 122.635 WC
6.0m
RL 122.810 PWD
P
RL 122.585
00
@
RL 123.100
e
3
27.
54
26
om ad
5m
00
017
R
Custr Lo
RL 121.860
STE
00
KERB INVERT
BALANCE
RL 122.660
2
BOO
26
<M
RL 122.400 PWD e as
Rea
ur
122.5 ed
00
SITE
Va
RL 123.130
24
lue
>A RL 122.745
RAM 1:14
1
SITE ENTRY RL 121.985 IS
6x4
1:20 LE
ONLY
GR1:[email protected]
P
1:4
ADE
GR 0 GR
@
00
AD
m
ADE E
5.0
9m
24
SE
1:1 6
KERB GR 90
6x4 R .2GRmA @ 1:1
TB
INVERT ADE
ear D 0
AC
CustomLEoader
1:40
00
RL 122.600
K
GR
55
RL 122.635 AD E
RL 122.685 6.2
m RL 122.135
GR @ 1:9
6x4 Rear Loader
RL 122.710 ADE .5 AMBULANCE PARK
RL 122.055
123
PMT 3.0m SETBACK
Custom
0
100
All rights reserved.
REFUSE
Solutions, Inc.
RETAINING WALL EGRESS PATH
(c) 2020 Transoft
A
08
1000 CLEAR FROM DRIVEWAY TO POWER POLE 9
14
48.
EXISTING POWER POLE
00"
◦ 31'
243
118.5
3.0m SETBACK
NLY
S S O CK
TBA
E
Y EGR SE
STA
C
R GEN 3.0m
120.5 EME 119
IR
119.5 B
08
SWEPT PATH LEGEND 9.84 20925 - Maple Street, Cooroy
VEHICLE BODY 6x4 Rear Loader RCV Swept Path
FRONT TIRES Width : 2.50
Meters
VEHICLE PATH Track : 2.50
Lock to Lock Time
: 6.0
VEHICLE CLEARANCE (500mm) Steering Angle : 33.4 0 2 4 6 8 10 12 14 16m Date Drawn: 07/06/2020 Scale 1:300
VEHICLE 1.51 5.20 32.521.5 10.5
SCALE 1:300 @ A3 Drawing: SK04 Revision A
Page 34
CONCEPT ONLY
QAS
VEH ce
ICL
ES
reserved.
EOPulan
rights
All
, Inc.
Solutions
Transoft
2020
(c)
b
Am
B
08
RL 120.785
18
KERB INVERT 20.4
RL 120.600 ADJOINING 0"
RL 120.835 LOT 3◦ 32'2 120
6
120.5 00
54
26
00
SITE ENTRY 00
RL 120.865 26
AND EXIT
KERB INVERT 0 0
35
RL 120.965 1:4 9
121 GR. 0 1
VAN
8
GRA:190 288 SRV
153
= 1 mm in
DE :26
◦ 30'
GR 7.5m
RL 121.000 ADE
RL 120.477
00"
RL 121.050
0
RL 121.080
36
3 1:2 DE
= 1 mm in RL120.577 GRA
32.
:21
GR 7.5m
813
ADE
RL 120.717
TH
121.5
TPA
RL 120.577
00
M1
42.9
FOO
14 RL 121.030 A
00
84
70
30.3
7
08
26
0"
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"
05'1
70 0
MYA EET
74
STR
00
59
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6
STAIRS UP
26
20
00
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00
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5
26
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153
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D
RA@
RL
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LOB
SET
00
RL 122.610 123
Gm
WC
1:2106.6
4
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00"
26
RAM 1:14
RL 122.635 WC
6.0m
RL 122.810 PWD
P
RL 122.585
00
@
RL 123.100
3
27.
54
26
5m
00
017
R
RL 121.860
STE
00
KERB INVERT
BALANCE
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2
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26
<M
RL 122.400 PWD ea
su
122.5 00
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dV
RL 123.130
SITE
alu
24
e>
RL 122.745
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1:20 RL 121.985 SL
E
ONLY GR1:4m0 @
P
3.0
1:4 GR ADE
GR 0
@
00
ADE
m
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5.0
9m
24
1:1 A
SE
KERB GR 90 mbu 6.2
m
T
ADE E la
nce GR @ 1:1
BA
INVERT OP ADE 0
ICLE QA
VEH 1:40
CK
00
RL 122.600
S GR
55
S ADE
QAS
RL 122.635
6.2
S
RL 122.685
ICLE
m RL 122.135
e
GR @ 1:9
lanc reserved.
VEH rights
ADE .5
All
Inc.
RL 122.710 AMBULANCE PARK
Solutions,
Transoft
2020
RL 122.055
(c)
u
Ambulance QAS
EOP
Amb
123
PMT 3.0m SETBACK EOP VEHICLES
0
100
REFUSE RETAINING WALL EGRESS PATH
A
08
1000 CLEAR FROM DRIVEWAY TO POWER POLE
149
48.
EXISTING POWER POLE
◦ 31'
00"
243
118.5
3.0m SETBACK
Y
ONL
GR ESS BACK
E SET
NCY
STA 120.5 EME
RGE 3.0m 119
IR 119.5 B
08
SWEPT PATH LEGEND 20925 - Maple Street, Cooroy
6.90 Ambulance QAS
VEHICLE BODY Meters QAS Ambulance Swept Path
FRONT TIRES Width
Track
: 2.38
: 1.96
VEHICLE PATH Lock to Lock Time
: 6.0
Steering Angle : 42.5
VEHICLE CLEARANCE (500mm) Vehicle Height : 2.83 0 2 4 6 8 10 12 14 16m Date Drawn: 07/06/2020 Scale 1:300
VEHICLE 0.92 4.32 Clearance Height: 3.30
32.521.5 10.5
SCALE 1:300 @ A3 Drawing: SK03 Revision A