Traffic Impact Assessment - City of Blacktown · • Outline the construction traffic management...
Transcript of Traffic Impact Assessment - City of Blacktown · • Outline the construction traffic management...
Marsden Park Developments
Marsden Park Hotel
Traffic Impact Assessment
Issue | 7 February 2019
This report takes into account the particular
instructions and requirements of our client.
It is not intended for and should not be relied
upon by any third party and no responsibility
is undertaken to any third party.
Job number 253779
Arup
Arup Pty Ltd ABN 18 000 966 165
Arup
Level 10 201 Kent Street
PO Box 76 Millers Point
Sydney 2000
Australia
www.arup.com
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Contents Page
1 Introduction 1
1.1 Scope 1
1.2 Background 1
2 Existing Conditions 5
2.1 Location 5
2.2 Public transport 6
2.3 Road network 6
2.4 Pedestrians and cyclists 7
3 Proposed Development 8
3.1 Proposed site access 8
4 Transport and Parking Assessment 10
4.1 Parking guidelines 10
4.2 Parking Assessment 10
4.3 Access 11
4.4 Traffic generation 13
4.5 Traffic impacts 14
4.6 Public transport and pedestrian cycle network 14
5 Outline Construction Traffic Management Plan (CTMP) 16
5.1 Proposed Working Hours 16
5.2 Truck routes and controls 17
6 Conclusion 18
Tables
Table 1: Summary of intersection performances
Table 2: Breakdown of the proposed development
Table 3: Parking rates Blacktown City Council Growth Centre Precincts DCP
Table 4: DCP guideline requirements
Table 5: BCA Accessible Parking Provision Rate
Figures
Figure 1: Site location
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Figure 2: Eastern entry points
Figure 3: Intersection locations
Figure 4: Marsden Park, Marsden Park Hotel Site Location
Figure 5: Proposed industrial development, Marsden Park Hotel Site
Figure 6: Existing public transport accessibility to the site
Figure 7: Road classification
Figure 8: Pedestrian and bicycle shared a path along Richmond Road
Figure 9: Marsden Park Hotel car park
Figure 10: Loading/service/coach vehicle access
Figure 11: Loading/ service/coach entry/exit movement and manoeuvre - swept paths
Figure 12: Public transport access, Marsden Park Industrial Precinct, Schedule 3 DCP
Figure 13: Pedestrian and cycle routes, Marsden Park Industrial Precinct, Schedule 3 DCP
Figure 14: Proposed Construction Vehicle Routes
Appendices
Appendix A
Swept Paths
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1 Introduction
Marsden Park Developments commissioned Arup to carry out a traffic and
transport assessment for the proposed Marsden Park Hotel development in the
Marsden Park Industrial Precinct. This report will assess the traffic and transport
impacts of the proposed development (the site) and supports the Development
Application (DA) submission.
1.1 Scope
This report will cover the following scope of works:
• Generation of people and car trips
• Any required road/intersection upgrades
• Vehicle access
• Car parking arrangements
• Pedestrian and bicycle access
• Outline the construction traffic management plan
1.2 Background
The vision for the Marsden Park Industrial Precinct is to create an attractive
employment precinct that provides for a diverse range of job opportunities to
support the growing residential areas in Sydney’s North West. The precinct will
be characterised by a mix of employment generating uses such as general and
light industrial, business parks, and commercial uses. It will also consist of some
smaller medium and low-density residential areas near the future Marsden Park
Town Centre to the north.
The industrial land will form the majority of the precinct. It is intended to support
a range of light and general industrial uses from large floor-plate warehousing and
storage facilities which capitalise on the precinct’s location near Richmond Road,
to smaller factory unit style developments for more intensive trade based
activities.
Industrial uses are to operate to best practice industry standards and not impose
any adverse impacts on the nearby residential lands. Buildings are to be
appropriately designed to address the street and other public domain areas, and all
street frontages will contain quality landscaping that establishes a high standard of
character and design.
The precinct will accommodate 6-7 storey buildings set in a campus environment.
This area is envisaged to be vibrant and pedestrian friendly, focused along the
main street with key active frontages along South Street. The business parks are to
complement Marsden Park Town Centre by providing a commercial focus of
high-value employment within a short walking distance of the retail activity
provided in the Town Centre.
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The site location in the context of the Marsden Park Industrial Precinct is
highlighted below in Figure 1.
Figure 1: Site location
1.2.1 Stage 1 Transport Impact Assessment
A transport impact assessment master plan has been developed for the Stage 1
phase in 2010, by AECOM. The report was submitted to Blacktown City Council
as documentation for the Statement of Environmental Effects for Stage 1 of the
Marsden Park Employment Area (Lot 1 and Townson Road intersection).
1.2.2 Stage 2 Transport Impact Assessment
The Stage 2 report builds on the work previously undertaken in Stage 1. It was
prepared to determine the internal intersection layouts required to support
development for a 10-year horizon (2021), and to support the full development of
the Marsden Park Industrial Precinct (2036).
The report carried out traffic modelling for the interim 2021 and final 2036
intersection layout requirements for the internal road network to perform
satisfactorily.
The report stated that the provision of South Street and Townson Road
intersections along Richmond Road would have insufficient capacity for the
demand forecasted to access the Marsden Park Industrial Precinct by 2036.
The report identified the need to provide additional accesses to Richmond Road
between Bells Creek and South Street. It recommended a new central collector
road and intersection along Richmond Road be built, now known as Hawthorne
Road.
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1.2.3 Stage 2b Transport Impact Assessment
The Stage 2b study conducted SIDRA traffic modelling for the new Richmond
Road / Hawthorne Road intersection. The model indicated a level of service C for
2036.
Figure 2: Eastern entry points
1.2.4 Report findings
Traffic modelling has gone through an iterative process in order to accommodate
the forecast 2021 interim and 2036 final growth numbers. The intersections
(locations in Figure 3) are predicted to operate efficiently according to the
AECOM reports with the results summarised in Table 1.
Table 1: Summary of intersection performances
No. Intersection Name Level of service and control type
2021 2036
1 Main North-South Road /
Central Collector
A/A
Roundabout
A/A
Roundabout
2 Main North-South Road /
Eastern
A/A
Roundabout
A/A
Roundabout
3 Townson Road /
Southern Collector
B/B
Priority Controlled
B/B
Signalised
4 Townson Road / Main
North-South Road
B/B
Priority Controlled
A/B
Signalised
5 Richmond Road /
Hawthorne Road
N /A. New intersection added as
it was later in the project it was
modelled for 2036
C/C
Signalised
Alderton Drive
Hawthorne Avenue
Hollinsworth Road
Harmony Avenue
Langford Drive
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Figure 3: Intersection locations
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2 Existing Conditions
2.1 Location
The site is located in Marsden Park Industrial Zone in the Blacktown City Council
LGA. The relative location of Marsden Park is shown in Figure 4. The Marsden
Park Hotel site is shown in Figure 5.
Figure 4: Marsden Park, Marsden Park Hotel Site Location
Figure 5: Proposed industrial development, Marsden Park Hotel Site
T
T Schofields
Quakers Hill
Marsden Park
Hotel Site
location
T
T
St Marys
Mt Druitt
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2.2 Public transport
Bus 757 provides access from the site to Riverstone Station and to Mt Druitt
Station while bus 751 provides access to Blacktown Station. Bus 749 has been
recently added to the area and it provides access from the site to Blacktown
Station. All services typically operate with one bus every hour. The bus stops on
Hollinsworth Avenue and on Richmond Road are within an acceptable walking
distance of the site (i.e. within 400m or 5 minutes’ walk).
Figure 6: Existing public transport accessibility to the site
2.3 Road network
The site is accessed from Darling Street which is classified as a local road.
Darling Street connects to Hawthorne Avenue and eventually to Richmond Road
which is classified as a state road. Rooty Hill Road North and the M7 meet at an
intersection with Richmond Road, south of the site. Other lower order roads
around the site are local or unclassified.
The internal road network consisting of Hawthorne Avenue and Hollinsworth
Road, both connecting to Richmond Road as signalised intersections, connect
through to Harris Avenue. Internal intersections are priority controlled by
roundabouts and give-way intersections.
The classified road network is illustrated in Figure 7.
Riverstone T
T Blacktown
Bus 751
T Mt Druitt
Bus 757
Bus 757
Bus 749
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Figure 7: Road classification
2.4 Pedestrians and cyclists
Pedestrian access to the site is good with a comprehensive network of footpaths
and signalised crossing locations connecting to Richmond Road. Richmond Road
has a shared pedestrian and bicycle path providing access to the site shown in
Figure 8.
Figure 8: Pedestrian and bicycle shared a path along Richmond Road
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3 Proposed Development
The proposed development consists of a four (4) story Hotel including 123 rooms
in three types A, B and C, 41m2 associated office, 112m2 guest room and 44m2
Gym. The breakdown of the floor area for each component is shown in Table 2.
Table 2: Breakdown of the proposed development
Site breakdown Area
Hotel 5,004 m2 GFA including 123 rooms and 112m2 guest room
Office 41m2
Gym 44 m2
3.1 Proposed site access
Access Driveway
A single site access driveway has been located on Darling Street which is the
lower order road and adjacent to the southern boundary to be 40m away from the
Hawthorne Avenue roundabout. All turn manoeuvres into and out of the proposed
car parking will be permitted as shown in Figure 9. There are clear sight lines
available from the driveway in both directions with mandatory no stopping zones
possible for the required clear zones.
Figure 9: Marsden Park Hotel car park
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Loading/service/ hotel coach vehicles
Loading/service/coach vehicles will access and egress the site using the Darling
Street driveway. A one-way circulation loop will provide intuitive access to the
drop-off area, loading zone and bus parking area as shown in Figure 10.
Bus parking on the site and bus circulation will accommodate mini bus and
standard size buses which is expected to cover the likely tour market.
Figure 10: Loading/service/coach vehicle access
Loading Bus Parking Car
Park
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4 Transport and Parking Assessment
The Blacktown City Council Growth Centre Precincts Development Control Plan
(DCP) was adopted by the Deputy Director-General Strategies and Land Release
(or delegate) of the Department of Planning on 14 May 2010 and came into force
on 19 May 2010. Marsden Park Industrial Precinct applies to this DCP.
4.1 Parking guidelines
The parking rates recommended by the DCP is shown in Table 3.
Table 3: Parking rates Blacktown City Council Growth Centre Precincts DCP
Specific Land Use Car Parking Requirements Bicycle Parking
Requirements*
Hotel or motel
accommodation,
serviced apartments and
bed and breakfast
accommodation
1 space per unit, plus
1 space 2 employees, plus
1 space per 10m2 of the dining area,
plus
1 space per 3 seats of function area
Employees: 3-5% of rooms
locker or another suitable
form of secure bicycle
accommodation is to be
provided
Visitors: 3-5% of rooms
Office 1 space per 40m2 GFA
Gym 1 per 25m2 GFA
* Source: Planning guideline for walking and cycling- December 2004
It should be noted that the hotel will likely to have 8 staff on site at any one time
as informed by the hotel consultant.
4.2 Parking Assessment
4.2.1 DCP guideline provision
Based on the DCP, the site is required to provide a minimum of 127 parking
spaces, with the breakdown shown in Table 4.
Table 4: DCP guideline requirements
Use Area/
rooms
DCP Rate Car
parking
required
Car
parking
proposed
Hotel 123 rooms,
112m2 Guest
Room
8 employees
at any one
time
1 space per unit, plus
1 space 2 employees, plus
1 space per 10m2 of the dining
area, plus
1 space per 3 seats of function area
123
4
__
__
128
Total DCP requirement 127 128
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In response, the proposed development provides a total of 128 parking spaces.
The proposed car parking provision, therefore, satisfies the requirement of
Council’s DCP and is considered acceptable.
It is relevant to note that the gym is for the sole use of the hotel occupants. The
office would be covered by the staff of the hotel. Furthermore, the guest area will
not be open to the public and only the hotel guests can have coffee and light
breakfast. Therefore, these areas do not attract car parking.
4.2.2 Accessible parking
Four (4) adaptable rooms are proposed for the Marsden Park Hotel. Part 6.4.8 of
the Blacktown DCP requires the number of accessible car parking spaces to be
provided as prescribed in Table D3.5 of the Building Code of Australia (BCA).
The accessible parking requirement has been summarised in Table 5 below.
Table 5: BCA Accessible Parking Provision Rate
Type Building
Class
BCA Accessible Parking Rate Parking
Provision
Accessible.
Spaces
Required
Accessible.
Spaces
Provided
Hotel 1b To be calculated by multiplying
the total number of car parking
spaces by the percentage of –
(i) accessible sole-occupancy
units to the total number of
sole-occupancy units; or
(ii) accessible bedrooms to the
total number of bedrooms
128
4 4
In response, the proposed development provides a total of four (4) accessible
parking spaces. The proposed accessible parking provision, therefore, satisfies the
requirement of Council’s DCP and BCA and is considered acceptable.
4.2.3 Bicycle parking
A minimum of 8 bicycle parking spaces including 4 employee bicycle parking
spaces and 4 visitor bicycle parking spaces are required by the DCP. In response,
eight (8) bicycle parking spaces are provided to better allocate resources of the
development. The provision of appropriate cycle facilities will further encourage
the use of the existing networks and will assist in the reduction of private vehicle
travel for the journey to work for the staff of the hotel.
4.3 Access
Loading provision has been designed for vehicles up to 12.5m Heavy Rigid
Vehicles (HRVs). Entry will be via the Darling Street driveway to be designed in
accordance with AS2890.2 for the vehicle being the Austroads 12.5-metre heavy
rigid vehicle illustrated in Figure 11.
All loading/service/coach vehicles will circulate in clockwise arrangement and
will exit in a forward manoeuvre. A swept path analysis was undertaken for the
relevant manoeuvres and is shown in Appendix A.
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Figure 11: Loading/ service/coach entry/exit movement and manoeuvre - swept paths
4.4 Traffic generation
4.4.1 Hotel
Traffic generated from the Sydney Business Park within the Marsden Park
Industrial Precinct was based on the land use assumptions identified in AECOM’s
Sydney Business Park – Road Network Staging Modelling Report (June 2014).
The Sydney Business Park ultimate development form is assumed in 2036.
Traffic generated by the site is based on the Roads and Maritime Services: Guide
to Traffic Generating Developments – October 2002. For the purpose of this
assessment, the RMS rate for a motel has been adapted.
The RMS Guide to Traffic Generating Developments considers the PM peak to be
the critical period for assessment and provides the following trip rates for motel
uses:
• 0.4 per unit for evening peak hour vehicle trips
It is noted the rate assumes 100% occupancy of units. When the comparison is
drawn between existing similar developments and unit occupancy where data is
available, the guide considers rates based on 85% occupancy on the peak day of
the week to be appropriate.
Application of 85% occupancy to the 100% occupancy rates above provides the
following trip rates:
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• 0.34 per unit for evening peak hour vehicle trips;
Application of these rates to the proposed hotel component of 123 rooms would
result in the following increase in traffic generation, split 70:30 between arrivals
and departures in the PM peak:
• 42 trips per hour during the PM peak hour (29 in and 13 out)
4.4.2 Office, Gym, Guest Room
It should be noted that the hotel guest room, office and gym components of the
development are expected to operate as ancillary facilities to the hotel for the
members and attendees and therefore could not be expected to generate any
additional vehicle trips.
4.5 Traffic impacts
Traffic modelling has been undertaken through an iterative process in order to
determine the road improvements needed to accommodate the forecast 2021
interim and 2036 final growth numbers. The intersections are predicted to operate
efficiently according to the AECOM reports with the results summarised in Table
1, in section 1.2.
The forecast traffic generation for the site is consistent with the AECOM
modelling inputs and hence no negative impacts are expected on the Richmond
Road intersections. The site will have minimal impacts on the surrounding road
network performance, which is anticipated to perform efficiently in the 2021
interim and 2036 final built form.
4.6 Public transport and pedestrian cycle network
The DCP has the objective of encouraging the use of public transport through the
provision of integrated bus routes, pedestrian and cycle routes, improving
accessibility to the site.
The general schematic of the bus routes and stops planned are shown in Figure 12,
with a potential to connect the southern residential precinct in the south. This is
subject to discussion with bus operators and Blacktown City Council.
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Figure 12: Public transport access, Marsden Park Industrial Precinct, Schedule 3 DCP
Pedestrian and cycle plans for Marsden Park are shown in Figure 13. Richmond
Road forms the main pedestrian and bicycle access spine throughout the industrial
precinct.
Figure 13: Pedestrian and cycle routes, Marsden Park Industrial Precinct, Schedule 3
DCP
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5 Outline Construction Traffic Management
Plan (CTMP)
The following proposed traffic management principles would be adopted during
the construction period:
• Disruption to all road users during the construction period would be kept to a
minimum.
• Traffic control would need to be provided to manage and regulate traffic
movements during construction.
• Construction and delivery vehicles entering or leaving the site compound
and/or stockpile sites would use arterial roads. These movements would be
restricted to non-peak traffic periods.
• In most cases, property access would be maintained throughout the
construction period with suitable alternative access arrangements provided
otherwise.
• Clear signage and alternate pedestrian routes should be organised if footpaths
are affected.
• It is recommended that a detailed CTMP is developed as part of the detailed
design stage.
5.1 Proposed Working Hours
Depending on the construction stage, the workforce which includes both
construction and design personnel will vary. Construction would be undertaken
during standard working hours which are assumed to be as follows:
• Monday to Friday: between 7am-6pm.
• Saturday: between 8am-1pm.
• Sunday and public holidays: no work.
In some cases, it may be necessary to undertake night works to minimise
disruption to traffic. Further assessments of these requirements would be
undertaken once the detailed design stage is undertaken and the requirements are
known. All night works would be undertaken in accordance with the Roads and
Maritime Services Environmental Noise Management Manual (RTA 2001):
Practice Note vii – Roadworks outside normal working hours, as well as the
Office of Environment and Heritage Interim Construction Noise Guideline
(DECC 2009).
Prior notice would be given to the community if any works are planned to be
undertaken outside normal construction hours.
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5.2 Truck routes and controls
Construction vehicles would be restricted to the state road network for access to
the site and vehicles will likely originate from this network. It is envisaged the
main site entrance will be off Richmond Road. It is noted that the main access to
the area is via Hawthorne Avenue and Darling Street which are local roads. The
proposed construction vehicle routes are shown in Figure 14.
Figure 14: Proposed Construction Vehicle Routes
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6 Conclusion
A traffic and transport assessment for the proposed Hotel development in the
Marsden Park Industrial Precinct has been prepared. The report assesses the traffic
and transport impacts of the proposed development (the site) and supports the
Development Application (DA) submission.
• The site will consist of a Hotel including 123 rooms, 41m2 office, 112m2 guest
room and 44m2 Gym.
• Access, internal circulation and parking arrangements have been designed in
accordance with relevant standards including Australian Standards for Parking
Facilities (AS 2890.1:2004 and AS 2890.2:2002).
• Prior traffic and transport reports have been reviewed. Traffic modelling has
been undertaken through an iterative process in order to determine the road
improvements needed to accommodate the forecast 2021 interim and 2036
final growth numbers. The intersections are predicted to operate efficiently
according to the AECOM reports.
• Bus 757 provides access from the site to Riverstone Station and Mt Druitt
Station, while bus 751 provides access to Blacktown Station.
• The site will provide 128 car spaces including 4 accessible parking spaces and
8 bicycle spaces. The proposed car parking provision satisfies the requirement
of Council’s DCP and is considered acceptable
• Traffic generated by the site is expected to be minimal with a maximum of 42
vehicle trips per hour (29 vehicle trips in and 13 trips out) expected during the
PM peak hour.
• The site is consistent with the original traffic modelling forecasts and will
have minimal impacts on the surrounding road network performance, which is
anticipated to perform efficiently in the 2021 interim and 2036 final built
form.
• The Marsden Park Industrial Precinct Development Control Plan has the
objective of encouraging the use of public transport through the provision of
integrated bus routes, pedestrian and cycle routes, improving accessibility to
the site which has been accommodated.
Appendix A
Swept Paths
D A
R
L I N
G
S
T
R
E
E
T
ENTRY /
EXIT
SIT
E B
OU
ND
AR
Y
5000 SETBACK
ONE
WAY
1540
FS 2
G - 06
G - 05
G - 04
G - 03
G - 02
G - 01
RAMP UP
RA
MP
U
P
LANDSCAPE
LIN
E O
F S
ET
BA
CK
44 m²
GYM
25 m²
25 m²
G - 07
6400
RL 33.530
RL 33.310
RL 33.730
RL 33.530
7470
20080
TOW 34.500
+TOW 35.500
+TOW 30.300
TOW 35.500
REFER TO LANDSCAPE
ARCHITECT'S DOCUMENTATION
PEDESTRIAN FOOTPATH
1170
1170
FIRE STAIR EXIT
HRV - Heavy Rigid Vehicle
HR
V - H
eavy R
igid V
ehicle
HRV - Heavy Rigid Vehicle
HR
V - H
eavy R
igid V
ehicle
B99 Vehicle (Realistic min radius) (2004)B99 Vehicle (Realistic min radius) (2004)
B99 V
ehic
le (
Realis
tic m
in r
adiu
s) (
2004)
B99 V
ehic
le (
Realis
tic m
in r
adiu
s) (
2004)
B99 V
ehic
le (
Realis
tic m
in r
adiu
s) (
2004)
B99 V
ehic
le (
Realis
tic m
in r
adiu
s) (
2004)
B99 V
ehic
le (
Realis
tic m
in r
adiu
s) (
2004)
B99 V
ehic
le (
Realis
tic m
in r
adiu
s) (
2004)
B99 V
ehic
le (
Realis
tic m
in r
adiu
s) (
2004)
B99 V
ehic
le (
Realis
tic m
in r
adiu
s) (
2004)
B99 V
ehic
le (
Realis
tic m
in r
adiu
s) (
2004)
B99 V
ehic
le (
Realis
tic m
in r
adiu
s) (
2004)
B99 V
ehic
le (
Realis
tic m
in r
adiu
s) (
2004)
B99 V
ehic
le (
Realis
tic m
in r
adiu
s) (
2004)
D A
R
L I N
G
S
T
R
E
E
T
ENTRY /
EXIT
SIT
E B
OU
ND
AR
Y
5000 SETBACK
ONE
WAY
FS 2
G - 06
G - 05
G - 04
G - 03
G - 02
G - 01
RAMP UP
RA
MP
U
P
LANDSCAPE
LIN
E O
F S
ET
BA
CK
44 m²
GYM
G - 07
6400
RL 33.530
RL 33.310
RL 33.730
RL 33.530
74
70
TOW 34.500
+TOW 35.500
+TOW 30.300
TOW 35.500
REFER TO LANDSCAPE
ARCHITECT'S DOCUMENTATION
PEDESTRIAN FOOTPATH
11
70
11
70
FIRE STAIR EXIT
HR
V - H
eavy R
igid V
ehicle
HRV - Heavy Rigid Vehicle
HR
V - H
eavy R
igid V
ehicle
HRV - Heavy Rigid Vehicle
B99 Vehicle (Realistic min radius) (2004)B99 Vehicle (Realistic min radius) (2004)
B99 V
ehic
le (
Realis
tic m
in r
adiu
s) (
2004)
B99 V
ehic
le (
Realis
tic m
in r
adiu
s) (
2004)
B99 V
ehic
le (
Realis
tic m
in r
adiu
s) (
2004)
B99 V
ehic
le (
Realis
tic m
in r
adiu
s) (
2004)
B99 V
ehic
le (
Realis
tic m
in r
adiu
s) (
2004)
B99 V
ehic
le (
Realis
tic m
in r
adiu
s) (
2004)
B99 V
ehic
le (
Realis
tic m
in r
adiu
s) (
2004)
B99 V
ehic
le (
Realis
tic m
in r
adiu
s) (
2004)
B99 V
ehic
le (
Realis
tic m
in r
adiu
s) (
2004)
B99 V
ehic
le (
Realis
tic m
in r
adiu
s) (
2004)
B99 V
ehic
le (
Realis
tic m
in r
adiu
s) (
2004)
B99 V
ehic
le (
Realis
tic m
in r
adiu
s) (
2004)
ENTRY /
EXIT
ONE
WAY
G - 01
RAMP UP
LIN
E O
F S
ET
BA
CK
RL 33.530
RL 33.310
RL 33.730
RL 33.530
B9
9 V
eh
icle
(R
ea
listic
min
ra
diu
s) (
20
04
)B
99
Ve
hic
le (
Re
alis
tic m
in r
ad
ius) (
20
04
)
B9
9 V
eh
icle
(R
ea
listic
min
ra
diu
s) (
20
04
)B
99
Ve
hic
le (
Re
alis
tic m
in r
ad
ius) (
20
04
)
B9
9 V
eh
icle
(R
ea
listic
min
ra
diu
s) (
20
04
)B
99
Ve
hic
le (
Re
alis
tic m
in r
ad
ius) (
20
04
)
B9
9 V
eh
icle
(R
ea
listic
min
ra
diu
s) (
20
04
)B
99
Ve
hic
le (
Re
alis
tic m
in r
ad
ius) (
20
04
)
B9
9 V
eh
icle
(R
ea
listic
min
ra
diu
s) (
20
04
)B
99
Ve
hic
le (
Re
alis
tic m
in r
ad
ius) (
20
04
)
B9
9 V
eh
icle
(R
ea
listic
min
ra
diu
s) (
20
04
)B
99
Ve
hic
le (
Re
alis
tic m
in r
ad
ius) (
20
04
)
B9
9 V
eh
icle
(R
ea
listic
min
ra
diu
s) (
20
04
)B
99
Ve
hic
le (
Re
alis
tic m
in r
ad
ius) (
20
04
)
B9
9 V
eh
icle
(R
ea
listic
min
ra
diu
s) (
20
04
)B
99
Ve
hic
le (
Re
alis
tic m
in r
ad
ius) (
20
04
)
HRV - Heavy Rigid Vehicle
HR
V - H
eavy R
igid V
ehicle
HRV - Heavy Rigid Vehicle
HR
V - H
eavy R
igid V
ehicle
B99 Vehicle (Realistic min radius) (2004)B99 Vehicle (Realistic min radius) (2004)
ENTRY /
EXIT
ONE
WAY
G - 01
RAMP UP
RL 33.530
RL 33.730
RL 33.530
B99 V
ehic
le (
Realis
tic m
in r
adiu
s) (
2004)
B99 V
ehic
le (
Realis
tic m
in r
adiu
s) (
2004)
B99 V
ehic
le (
Realis
tic m
in r
adiu
s) (
2004)
B99 V
ehic
le (
Realis
tic m
in r
adiu
s) (
2004)
B99 V
ehic
le (
Realis
tic m
in r
adiu
s) (
2004)
B99 V
ehic
le (
Realis
tic m
in r
adiu
s) (
2004)
B99 V
ehic
le (
Realis
tic m
in r
adiu
s) (
2004)
B99 V
ehic
le (
Realis
tic m
in r
adiu
s) (
2004)
B99 V
ehic
le (
Realis
tic m
in r
adiu
s) (
2004)
B99 V
ehic
le (
Realis
tic m
in r
adiu
s) (
2004)
B99 V
ehic
le (
Realis
tic m
in r
adiu
s) (
2004)
B99 V
ehic
le (
Realis
tic m
in r
adiu
s) (
2004)
B99 V
ehic
le (
Realis
tic m
in r
adiu
s) (
2004)
B99 V
ehic
le (
Realis
tic m
in r
adiu
s) (
2004)
B99 V
ehic
le (
Realis
tic m
in r
adiu
s) (
2004)
B99 V
ehic
le (
Realis
tic m
in r
adiu
s) (
2004)
HR
V - H
eavy R
igid V
ehicle
HRV - Heavy Rigid Vehicle
HR
V - H
eavy R
igid V
ehicle
HRV - Heavy Rigid Vehicle
B99 Vehicle (Realistic min radius) (2004)B99 Vehicle (Realistic min radius) (2004)
A3 A
1
B C D E F G
2
3
4
5
6
Job No
Drawing Status
Discipline
Scale at A3
Drawing No Issue
Drawing Title
Job Title
Client
Issue Date By Chkd Appd
Do not scale © Arup
SKT001 C253779
Draft
Transport
Turning Paths
12.5m HRV (Buses)
Entry and exit movement
Marsden Park Hotel
Sydney Business Park
Marsden Park
Arup, Level 10, 201 Kent St
Sydney, NSW, 2000
Tel +61(02)9320 9320 Fax +61(02)9320 9321
www.arup.com.au
/ /A 23 11 18 LK AH AH
For Information
Design Vehicle(s)
300mm Envelope
Body Envelope
Legend
600mm Envelope
Wheel Envelope
5.2
0.95 3.05
B99 Vehicle (Realistic min radius) (2004)
Overall Length 5.200m
Overall Width 1.940m
Overall Body Height 1.878m
Min Body Ground Clearance 0.272m
Track Width 1.840m
Lock-to-lock time 4.00s
Curb to Curb Turning Radius 6.250m
12.5
2.4 5.9 1.4
HRV - Heavy Rigid Vehicle
Overall Length 12.500m
Overall Width 2.500m
Overall Body Height 4.300m
Min Body Ground Clearance 0.417m
Track Width 2.500m
Lock-to-lock time 6.00s
Curb to Curb Turning Radius 12.500m
From North to the site From the site to North
From South to the site From the site to South
/ /B 05 12 18 LK AH AH
/ /C 01 02 19 LK AH AH
2
DA 601
1
DA 601
41 m²
OFFICE
19 m²
MAID
PORTE
COCHERE
AW
NIN
G A
BO
VE
D A
R
L I N
G
S
T
R
E
E
T
H A
W T
H O
R N
E A
V E
N U
E
RL 34.500
131 m²
LOBBY
3200 3200 3200 3200 3200 3200 3200 3200 3200 3200
ENTRY
BUILDING LINE ABOVE
ENTRY /
EXIT
SIT
E B
OU
ND
AR
Y
SIT
E B
OU
ND
AR
Y
SITE BOUNDARY
SIT
E B
OU
ND
AR
Y
5000 SETBACK
5000 S
ET
BA
CK
RECEPTION
3225
49 m²
BOH
ONE
WAY
65 m²
CORRIDOR
AW
NIN
G A
BO
VE
1540
FS 1
LIFT
LIFT
FS 2
G - 16
G - 19G - 18
G - 17G - 11G - 10G - 09
G - 23 G - 24 G - 25G - 22G - 21G - 20
G - 12
G - 06
G - 05
G - 04
G - 03
G - 02
G - 01
ONE WAY
ONE WAY
G - 26G - 27
G - 28
RAMP UP
RA
MP
U
P
LANDSCAPE
116 m²
GUEST AREA
LANDSCAPE
COMMUNAL
OPEN SPACE.
REFER TO
LANDSCAPE
DRAWINGS FOR
MORE
INFORMATION
LANDSCAPE
MRV - LOADING ZONE
G - 13
BUS DROP-OFF
BU
ILD
IN
G LIN
E A
BO
VE
ONE
WAY
FS 3
6000
G - 14
+RL 34.470
LIN
E O
F S
ET
BA
CK
LIN
E O
F S
ET
BA
CK
44 m²
GYM
25 m²
MEETING ROOM
25 m²
MEETING ROOM
FIRE STAIR EXIT
FROM BELOW
FIRE STAIR EXIT
FROM ABOVE
FS 1
G - 08
G - 07
G - 15
6400
RL 33.530
RL 33.310
RL 33.730
RL 33.530
RL 34.380
8770
7470
20080
57225
+RL 34.250
+TOW 34.780
+TOW 34.380
+TOW 34.580
+TOW 34.180
RETAINING WALL
WITH 1800mm FENCE
G - 29
TOW 35.100
TOW 34.500
KERB PLANTER KERB PLANTER
KERB PLANTER
+TOW 35.500
+TOW 30.300
TOW 35.500
+TOW 35.500
TOW 35.000
TOW 35.500
KERB
5 m²
TOILETS
7 m²
TOILETS_STAFF
28 m²
TYPE A
G.02
28 m²
TYPE A
G.03
28 m²
TYPE A
G.04
28 m²
TYPE A
G.05
28 m²
TYPE A
G.06
28 m²
TYPE A
G.07
28 m²
TYPE A
G.08
28 m²
TYPE A
G.09
28 m²
TYPE A
G.10
28 m²
TYPE A
G.11
28 m²
TYPE A
G.01
REFER TO LANDSCAPE
ARCHITECT'S DOCUMENTATION
REFER TO LANDSCAPE
ARCHITECT'S DOCUMENTATION
PEDESTRIAN FOOTPATH
1170
300
6000
4785
1330
1170
FIRE STAIR EXIT
HRV - Heavy Rigid Vehicle
HRV - Heavy Rigid Vehicle
HRV - Heavy Rigid Vehicle
HRV - Heavy Rigid Vehicle
HRV - Heavy Rigid Vehicle
MRV - Medium Rigid VehicleMRV - Medium Rigid Vehicle
HRV - Heavy Rigid Vehicle
HR
V - H
eavy R
igid V
ehicle
HRV - Heavy Rigid Vehicle
HR
V - H
eavy R
igid V
ehicle
A3 A
1
B C D E F G
2
3
4
5
6
Job No
Drawing Status
Discipline
Scale at A3
Drawing No Issue
Drawing Title
Job Title
Client
Issue Date By Chkd Appd
Do not scale © Arup
SKT002 C253779
1/300
Draft
Transport
Turning Paths
12.5m HRV (Buses)
Circulation Movement
Marsden Park Hotel
Sydney Business Park
Marsden Park
Arup, Level 10, 201 Kent St
Sydney, NSW, 2000
Tel +61(02)9320 9320 Fax +61(02)9320 9321
www.arup.com.au
/ /A 23 11 18 LK AH AH
For Information
Design Vehicle(s)
300mm Envelope
Body Envelope
Legend
600mm Envelope
Wheel Envelope
5.2
0.95 3.05
B99 Vehicle (Realistic min radius) (2004)
Overall Length 5.200m
Overall Width 1.940m
Overall Body Height 1.878m
Min Body Ground Clearance 0.272m
Track Width 1.840m
Lock-to-lock time 4.00s
Curb to Curb Turning Radius 6.250m
12.5
2.4 5.9 1.4
HRV - Heavy Rigid Vehicle
Overall Length 12.500m
Overall Width 2.500m
Overall Body Height 4.300m
Min Body Ground Clearance 0.417m
Track Width 2.500m
Lock-to-lock time 6.00s
Curb to Curb Turning Radius 12.500m
/ /B 05 12 18 LK AH AH
/ /C 01 02 19 LK AH AH
PORTE
COCHERE
AW
NIN
G A
BO
VE
RL 34.500
131 m²
LOBBY
ENTRY
ENTRY /
EXIT
SIT
E B
OU
ND
AR
Y
SITE BOUNDARY
SIT
E B
OU
ND
AR
Y
5000 SETBACK
ONE
WAY
AW
NIN
G A
BO
VE
FS 1
LIFT
FS 2
G - 16
G - 19G - 18
G - 17G - 11G - 10G - 09
G - 23 G - 24 G - 25G - 22G - 21G - 20
G - 12
G - 06
G - 05
G - 04
G - 03
G - 02
G - 01
ONE WAY
ONE WAY
G - 26G - 27
G - 28
RAMP UP
RA
MP
U
P
LANDSCAPE
MRV - LOADING ZONE
G - 13
BUS DROP-OFF
ONE
WAY
FS 3
60
00
G - 14
LIN
E O
F S
ET
BA
CK
44 m²
GYM
FIRE STAIR EXIT
FROM BELOW
FIRE STAIR EXIT
FROM ABOVE
FS 1
G - 08
G - 07
G - 15
6400
RL 33.530
RL 33.310
RL 33.730
RL 33.530
RL 34.380
G - 29
TOW 34.500
KERB PLANTER KERB PLANTER
KERB PLANTER
+TOW 35.500
+TOW 30.300
TOW 35.500
+TOW 35.500
TOW 35.000
TOW 35.500
KERB
7 m²
TOILETS_STAFF
REFER TO LANDSCAPE
ARCHITECT'S DOCUMENTATION
PEDESTRIAN FOOTPATH
11
70
30
06
00
0
47
85
13
30
11
70
FIRE STAIR EXIT
MRV - Medium Rigid Vehicle
MR
V - M
edium
R
igid V
ehicle
MRV - Medium Rigid Vehicle
MR
V - M
edium
R
igid V
ehicle
MRV - Medium Rigid Vehicle
MRV - Medium Rigid Vehicle
MR
V - M
edium
R
igid V
ehicle
MRV - Medium Rigid Vehicle
MR
V - M
edium
R
igid V
ehicle
MRV - Medium Rigid Vehicle
Please remove wheelstop
to let the MRV reverse
back to the area
HRV - Heavy Rigid VehicleHRV - Heavy Rigid Vehicle
PORTE
COCHERE
AW
NIN
G A
BO
VE
RL 34.500
131 m²
LOBBY
ENTRY
ENTRY /
EXIT
SIT
E B
OU
ND
AR
Y
SITE BOUNDARY
SIT
E B
OU
ND
AR
Y
5000 SETBACK
ONE
WAY
AW
NIN
G A
BO
VE
FS 1
LIFT
FS 2
G - 16
G - 19G - 18
G - 17G - 11G - 10G - 09
G - 23 G - 24 G - 25G - 22G - 21G - 20
G - 12
G - 06
G - 05
G - 04
G - 03
G - 02
G - 01
ONE WAY
ONE WAY
G - 26G - 27
G - 28
RAMP UP
RA
MP
U
P
LANDSCAPE
MRV - LOADING ZONE
G - 13
BUS DROP-OFF
ONE
WAY
FS 3
60
00
G - 14
LIN
E O
F S
ET
BA
CK
44 m²
GYM
FIRE STAIR EXIT
FROM BELOW
FIRE STAIR EXIT
FROM ABOVE
FS 1
G - 08
G - 07
G - 15
6400
RL 33.530
RL 33.310
RL 33.730
RL 33.530
RL 34.380
G - 29
TOW 34.500
KERB PLANTER KERB PLANTER
KERB PLANTER
+TOW 35.500
+TOW 30.300
TOW 35.500
+TOW 35.500
TOW 35.000
TOW 35.500
KERB
7 m²
TOILETS_STAFF
REFER TO LANDSCAPE
ARCHITECT'S DOCUMENTATION
PEDESTRIAN FOOTPATH
11
70
30
06
00
0
47
85
13
30
11
70
FIRE STAIR EXIT
MRV - Medium Rigid Vehicle
MRV - Medium Rigid Vehicle
MRV - Medium Rigid Vehicle
MRV - Medium Rigid VehicleMRV - Medium Rigid Vehicle
HRV - Heavy Rigid VehicleHRV - Heavy Rigid Vehicle
Please remove wheelstop
to let the MRV exit the area
A3 A
1
B C D E F G
2
3
4
5
6
Job No
Drawing Status
Discipline
Scale at A3
Drawing No Issue
Drawing Title
Job Title
Client
Issue Date By Chkd Appd
Do not scale © Arup
SKT003 C253779
1/250
Draft
Transport
Turning Paths
8.8m MRV (Loading/unloading vehicle)
Circulation Movement
Marsden Park Hotel
Sydney Business Park
Marsden Park
Arup, Level 10, 201 Kent St
Sydney, NSW, 2000
Tel +61(02)9320 9320 Fax +61(02)9320 9321
www.arup.com.au
/ /A 23 11 18 LK AH AH
For Information
Design Vehicle(s)
300mm Envelope
Body Envelope
Legend
600mm Envelope
Wheel Envelope
5.2
0.95 3.05
B99 Vehicle (Realistic min radius) (2004)
Overall Length 5.200m
Overall Width 1.940m
Overall Body Height 1.878m
Min Body Ground Clearance 0.272m
Track Width 1.840m
Lock-to-lock time 4.00s
Curb to Curb Turning Radius 6.250m
8.8
1.5 5
MRV - Medium Rigid Vehicle
Overall Length 8.800m
Overall Width 2.500m
Overall Body Height 3.633m
Min Body Ground Clearance 0.428m
Track Width 2.500m
Lock-to-lock time 4.00s
Curb to Curb Turning Radius 10.000m
/ /B 05 12 18 LK AH AH
/ /C 01 02 19 LK AH AH
D A
R
L
I N
G
S
T
R
E
E
T
ENTRY /
EXIT
SIT
E B
OU
ND
AR
Y
5000 SETBACK
FS 2
G - 06
G - 05
G - 04
G - 03
G - 02
G - 01
RAMP UP
RA
MP
U
P
LANDSCAPE
LIN
E O
F S
ET
BA
CK
44 m²
GYM
G - 07
RL 33.530
RL 33.310
RL 33.730
RL 33.530
74
70
TOW 34.500
+TOW 35.500
+TOW 30.300
TOW 35.500
REFER TO LANDSCAPE
ARCHITECT'S DOCUMENTATION
PEDESTRIAN FOOTPATH
11
70
11
70
FIRE STAIR EXIT
B99 Vehicle (Realistic min radius) (2004)B99 Vehicle (Realistic min radius) (2004)
B9
9 V
eh
icle
(R
ea
listic
min
ra
diu
s) (
20
04
)B
99
Ve
hic
le (
Re
alis
tic m
in r
ad
ius) (
20
04
)
B9
9 V
eh
icle
(R
ea
listic
min
ra
diu
s) (
20
04
)B
99
Ve
hic
le (
Re
alis
tic m
in r
ad
ius) (
20
04
)
B9
9 V
eh
icle
(R
ea
listic
min
ra
diu
s) (
20
04
)B
99
Ve
hic
le (
Re
alis
tic m
in r
ad
ius) (
20
04
)
B9
9 V
eh
icle
(R
ea
listic
min
ra
diu
s) (
20
04
)B
99
Ve
hic
le (
Re
alis
tic m
in r
ad
ius) (
20
04
)
B9
9 V
eh
icle
(R
ea
listic
min
ra
diu
s) (
20
04
)B
99
Ve
hic
le (
Re
alis
tic m
in r
ad
ius) (
20
04
)
B9
9 V
eh
icle
(R
ea
listic
min
ra
diu
s) (
20
04
)B
99
Ve
hic
le (
Re
alis
tic m
in r
ad
ius) (
20
04
)
MRV - Medium Rigid Vehicle
MR
V - M
edium
R
igid V
ehicle
MRV - Medium Rigid Vehicle
MR
V - M
edium
R
igid V
ehicle
D A
R
L I N
G
S
T
R
E
E
T
ENTRY /
EXIT
SIT
E B
OU
ND
AR
Y
5000 SETBACK
FS 2
G - 06
G - 05
G - 04
G - 03
G - 02
G - 01
RAMP UP
RA
MP
U
P
LANDSCAPE
LIN
E O
F S
ET
BA
CK
44 m²
GYM
G - 07
RL 33.530
RL 33.310
RL 33.730
RL 33.530
74
70
TOW 34.500
+TOW 35.500
+TOW 30.300
TOW 35.500
REFER TO LANDSCAPE
ARCHITECT'S DOCUMENTATION
PEDESTRIAN FOOTPATH
11
70
11
70
FIRE STAIR EXIT
B99 Vehicle (Realistic min radius) (2004)B99 Vehicle (Realistic min radius) (2004)
B9
9 V
eh
icle
(R
ea
listic
min
ra
diu
s) (
20
04
)B
99
Ve
hic
le (
Re
alis
tic m
in r
ad
ius) (
20
04
)
B9
9 V
eh
icle
(R
ea
listic
min
ra
diu
s) (
20
04
)B
99
Ve
hic
le (
Re
alis
tic m
in r
ad
ius) (
20
04
)
B9
9 V
eh
icle
(R
ea
listic
min
ra
diu
s) (
20
04
)B
99
Ve
hic
le (
Re
alis
tic m
in r
ad
ius) (
20
04
)
B9
9 V
eh
icle
(R
ea
listic
min
ra
diu
s) (
20
04
)B
99
Ve
hic
le (
Re
alis
tic m
in r
ad
ius) (
20
04
)
B9
9 V
eh
icle
(R
ea
listic
min
ra
diu
s) (
20
04
)B
99
Ve
hic
le (
Re
alis
tic m
in r
ad
ius) (
20
04
)B
99
Ve
hic
le (
Re
alis
tic m
in r
ad
ius) (
20
04
)B
99
Ve
hic
le (
Re
alis
tic m
in r
ad
ius) (
20
04
)
MR
V - M
edium
R
igid V
ehicle
MRV - Medium Rigid Vehicle
MR
V - M
edium
R
igid V
ehicle
MRV - Medium Rigid Vehicle
ENTRY /
EXIT
G - 02
G - 01
RAMP UP
LIN
E O
F S
ET
BA
CK
RL 33.530
RL 33.310
RL 33.530
B9
9 V
eh
icle
(R
ea
listic
min
ra
diu
s) (
20
04
)B
99
Ve
hic
le (
Re
alis
tic m
in r
ad
ius) (
20
04
)
B9
9 V
eh
icle
(R
ea
listic
min
ra
diu
s) (
20
04
)B
99
Ve
hic
le (
Re
alis
tic m
in r
ad
ius) (
20
04
)
B9
9 V
eh
icle
(R
ea
listic
min
ra
diu
s) (
20
04
)B
99
Ve
hic
le (
Re
alis
tic m
in r
ad
ius) (
20
04
)
B9
9 V
eh
icle
(R
ea
listic
min
ra
diu
s) (
20
04
)B
99
Ve
hic
le (
Re
alis
tic m
in r
ad
ius) (
20
04
)
B9
9 V
eh
icle
(R
ea
listic
min
ra
diu
s) (
20
04
)B
99
Ve
hic
le (
Re
alis
tic m
in r
ad
ius) (
20
04
)
B9
9 V
eh
icle
(R
ea
listic
min
ra
diu
s) (
20
04
)B
99
Ve
hic
le (
Re
alis
tic m
in r
ad
ius) (
20
04
)
B9
9 V
eh
icle
(R
ea
listic
min
ra
diu
s) (
20
04
)B
99
Ve
hic
le (
Re
alis
tic m
in r
ad
ius) (
20
04
)
B9
9 V
eh
icle
(R
ea
listic
min
ra
diu
s) (
20
04
)B
99
Ve
hic
le (
Re
alis
tic m
in r
ad
ius) (
20
04
)
B99 Vehicle (Realistic min radius) (2004)B99 Vehicle (Realistic min radius) (2004)
MRV - Medium Rigid Vehicle
MR
V - M
edium
R
igid V
ehicle
MRV - Medium Rigid Vehicle
MR
V - M
edium
R
igid V
ehicle
ENTRY /
EXIT
G - 01
RAMP UP
LIN
E O
F S
ET
BA
CK
RL 33.530
RL 33.730
RL 33.530
B9
9 V
eh
icle
(R
ea
listic
min
ra
diu
s) (
20
04
)B
99
Ve
hic
le (
Re
alis
tic m
in r
ad
ius) (
20
04
)
B9
9 V
eh
icle
(R
ea
listic
min
ra
diu
s) (
20
04
)B
99
Ve
hic
le (
Re
alis
tic m
in r
ad
ius) (
20
04
)
B9
9 V
eh
icle
(R
ea
listic
min
ra
diu
s) (
20
04
)B
99
Ve
hic
le (
Re
alis
tic m
in r
ad
ius) (
20
04
)
B9
9 V
eh
icle
(R
ea
listic
min
ra
diu
s) (
20
04
)B
99
Ve
hic
le (
Re
alis
tic m
in r
ad
ius) (
20
04
)
B9
9 V
eh
icle
(R
ea
listic
min
ra
diu
s) (
20
04
)B
99
Ve
hic
le (
Re
alis
tic m
in r
ad
ius) (
20
04
)
B9
9 V
eh
icle
(R
ea
listic
min
ra
diu
s) (
20
04
)B
99
Ve
hic
le (
Re
alis
tic m
in r
ad
ius) (
20
04
)
B9
9 V
eh
icle
(R
ea
listic
min
ra
diu
s) (
20
04
)B
99
Ve
hic
le (
Re
alis
tic m
in r
ad
ius) (
20
04
)
B9
9 V
eh
icle
(R
ea
listic
min
ra
diu
s) (
20
04
)B
99
Ve
hic
le (
Re
alis
tic m
in r
ad
ius) (
20
04
)
B99 Vehicle (Realistic min radius) (2004)B99 Vehicle (Realistic min radius) (2004)
MR
V - M
edium
R
igid V
ehicle
MRV - Medium Rigid Vehicle
MR
V - M
edium
R
igid V
ehicle
MRV - Medium Rigid Vehicle
A3 A
1
B C D E F G
2
3
4
5
6
Job No
Drawing Status
Discipline
Scale at A3
Drawing No Issue
Drawing Title
Job Title
Client
Issue Date By Chkd Appd
Do not scale © Arup
SKT004 C253779
Draft
Transport
Turning Paths
8.8m MRV (Loading Vehicle)
Entry and exit movement
Marsden Park Hotel
Sydney Business Park
Marsden Park
Arup, Level 10, 201 Kent St
Sydney, NSW, 2000
Tel +61(02)9320 9320 Fax +61(02)9320 9321
www.arup.com.au
/ /A 23 11 18 LK AH AH
For Information
Design Vehicle(s)
300mm Envelope
Body Envelope
Legend
600mm Envelope
Wheel Envelope
5.2
0.95 3.05
B99 Vehicle (Realistic min radius) (2004)
Overall Length 5.200m
Overall Width 1.940m
Overall Body Height 1.878m
Min Body Ground Clearance 0.272m
Track Width 1.840m
Lock-to-lock time 4.00s
Curb to Curb Turning Radius 6.250m
From North to the site From the site to North
From South to the site From the site to South
8.8
1.5 5
MRV - Medium Rigid Vehicle
Overall Length 8.800m
Overall Width 2.500m
Overall Body Height 3.633m
Min Body Ground Clearance 0.428m
Track Width 2.500m
Lock-to-lock time 4.00s
Curb to Curb Turning Radius 10.000m
/ /B 05 12 18 LK AH AH
/ /C 01 02 19 LK AH AH
2
DA 601
CARPARK
LIFT
LOBBY
SIT
E B
OU
ND
AR
Y
SIT
E B
OU
ND
AR
Y
SITE BOUNDARY
SIT
E B
OU
ND
AR
Y
5000SETBACK
5000S
ET
BA
CK
ONE
WAY
5000
ONE WAY
TWO WAY
FS 1
LIFT
LIFT
RL 30.300
ONE
WAY
RAMP UP
BASEMENT
CARPARK
23
00
58
00
STAFF
TANDEM
FS 3
LIN
E O
F S
ET
BA
CK
LIN
E O
F S
ET
BA
CK
3500
3000
ONE WAY
58
80
54
00
FS 2
4200
TWO WAY
ONE
WAY
ONE
WAY
8160
4195
B-04 B-05B-02 B-03 B-07B-06 B-08
B-26
B-09
B-56B-54 B-55
B-27 B-28
B-48 B-47 B-46B-42 B-41B-44
B-80 B-78B-84
B-10 B-11
B-24
B-01 B-12 B-13 B-14 B-15 B-16 B-17 B-18
B-88
B-50 B-45
B-99B-98B-97B-96B-94B-93
B-31 B-32
B-51
B-52
B-43
B-30
B-40
B-33
B-53 B-58 B-59
B-82 B-81 B-79 B-74B-76 B-75 B-73 B-71B-72
B-65B-63 B-64 B-66 B-68B-67
B-70
B-69
B-85B-86B-87
B-91
B-89
B-62
B-61
B-92
B-90
B-77
B-60
B-83
B-35B-34
B-39 B-38
B-57
B-95
B-19 B-20 B-21 B-22 B-23
B-25
B-49
B-29
B-37
58
20
RL 30.300
RL 30.300
ONE WAY
M-01 M-02 M-03
STAFF
TANDEM
STAFF
STAFF
STAFF
STAFF
TANDEM
27 m²
BOH
1:2
01
:7
B-36
20
00
BICYCLE PARKING
1000
54
00
54
00
REFER TO CIVIL DRAWINGS
FOR CARPARK SLAB FALL
REFER TO CIVIL DRAWINGS
FOR CARPARK SLAB FALL
B99 Vehicle (Realistic min radius) (2004)
B99 V
ehic
le (
Realistic m
in r
adiu
s) (
2004)
B99 Vehicle (Realistic min radius) (2004)
B99 V
ehic
le (
Realistic m
in r
adiu
s) (
2004)
B85 V
ehic
le (
Realis
tic m
in r
adiu
s) (
2004)
B85 Vehicle (Realistic min radius) (2004)
B85 V
ehic
le (
Realis
tic m
in r
adiu
s) (
2004)
B85 Vehicle (Realistic min radius) (2004)
B99 Vehicle (Realistic min radius) (2004)
B99 Vehicle (Realistic min radius) (2004)
B99 Vehicle (Realistic min radius) (2004)
B99 Vehicle (Realistic min radius) (2004)
B99 Vehicle (Realistic min radius) (2004)
B99 V
ehic
le (
Realis
tic m
in r
adiu
s) (
2004)
B99 Vehicle (Realistic min radius) (2004)
B99 V
ehic
le (
Realis
tic m
in r
adiu
s) (
2004)
B99 V
ehic
le (
Realistic m
in r
adiu
s) (
2004)
B99 Vehicle (Realistic min radius) (2004)
B99 V
ehic
le (
Realistic m
in r
adiu
s) (
2004)
B99 Vehicle (Realistic min radius) (2004)
B99 V
ehic
le (
Realis
tic m
in r
adiu
s) (
2004)
B99 Vehicle (Realistic min radius) (2004)
B99 V
ehic
le (
Realis
tic m
in r
adiu
s) (
2004)
B99 Vehicle (Realistic min radius) (2004)
A3 A
1
B C D E F G
2
3
4
5
6
Job No
Drawing Status
Discipline
Scale at A3
Drawing No Issue
Drawing Title
Job Title
Client
Issue Date By Chkd Appd
Do not scale © Arup
SKT005 C253779
1/250
Draft
Transport
Turning Paths
Basement Level
Marsden Park Hotel
Sydney Business Park
Marsden Park
Arup, Level 10, 201 Kent St
Sydney, NSW, 2000
Tel +61(02)9320 9320 Fax +61(02)9320 9321
www.arup.com.au
/ /A 23 11 18 LK AH AH
For Information
Design Vehicle(s)
300mm Envelope
Body Envelope
Legend
600mm Envelope
Wheel Envelope
5.2
0.95 3.05
B99 Vehicle (Realistic min radius) (2004)
Overall Length 5.200m
Overall Width 1.940m
Overall Body Height 1.878m
Min Body Ground Clearance 0.272m
Track Width 1.840m
Lock-to-lock time 4.00s
Curb to Curb Turning Radius 6.250m
4.91
0.92 2.8
B85 Vehicle (Realistic min radius) (2004)
Overall Length 4.910m
Overall Width 1.870m
Overall Body Height 1.421m
Min Body Ground Clearance 0.159m
Track Width 1.770m
Lock-to-lock time 4.00s
Curb to Curb Turning Radius 5.750m
/ /B 05 12 18 LK AH AH
/ /C 01 02 19 LK AH AH