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

Marsden Park Developments Marsden Park Hotel Traffic Impact Assessment

| Issue | 7 February 2019 | Arup

\\GLOBAL.ARUP.COM\AUSTRALASIA\SYD\PROJECTS\253000\253779-00 MARSDEN PARK INDUSTRIAL\WORK\INTERNAL\MARSDEN PARK HOTEL\REPORTS\MARSDEN

PARK HOTEL - TRAFFIC ASSESSMENT - FINAL.DOCX

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





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





Page 1

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.





Page 2

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.





Page 3

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





Page 4

Figure 3: Intersection locations





Page 5

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





Page 6

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





Page 7

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





Page 8

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





Page 9

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





Page 10

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





Page 11

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.





Page 12





Page 13

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:





Page 14

• 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.





Page 15

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





Page 16

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.





Page 17

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





Page 18

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

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7470

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+TOW 35.500

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REFER TO LANDSCAPE

ARCHITECT'S DOCUMENTATION

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in r

ad

ius) (

20

04

)


HR

V - H

eavy R

igid V

ehicle


HR

V - H

eavy R

igid V

ehicle


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


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

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






Track Width 2.500m



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

http://www.arup

http://www.arup

http://www.arup

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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


REFER TO LANDSCAPE


PEDESTRIAN FOOTPATH

1170

300

6000

4785

1330

1170

FIRE STAIR EXIT






MRV - Medium Rigid VehicleMRV - Medium Rigid Vehicle


HR

V - H

eavy R

igid V

ehicle


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



SKT002 C253779

1/300

Draft

Transport

Turning Paths

12.5m HRV (Buses)

Circulation Movement

Marsden Park Hotel


Marsden Park


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






Track Width 1.840m



12.5

2.4 5.9 1.4






Track Width 2.500m



/ /B 05 12 18 LK AH AH

/ /C 01 02 19 LK AH AH

http://www.arup

http://www.arup

http://www.arup

http://www.arup

http://www.arup

http://www.arup

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http://www.arup

http://www.arup

http://www.arup

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

+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


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


MR

V - M

edium

R

igid V

ehicle



MR

V - M

edium

R

igid V

ehicle


MR

V - M

edium

R

igid V

ehicle


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

+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


PEDESTRIAN FOOTPATH

11

70

30

06

00

0

47

85

13

30

11

70

FIRE STAIR EXIT




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



SKT003 C253779

1/250

Draft

Transport

Turning Paths

8.8m MRV (Loading/unloading vehicle)

Circulation Movement

Marsden Park Hotel


Marsden Park


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






Track Width 1.840m



8.8

1.5 5






Track Width 2.500m



/ /B 05 12 18 LK AH AH

/ /C 01 02 19 LK AH AH

http://www.arup

http://www.arup

http://www.arup

http://www.arup

http://www.arup

http://www.arup

http://www.arup

http://www.arup

http://www.arup

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http://www.arup

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http://www.arup

http://www.arup

http://www.arup

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


PEDESTRIAN FOOTPATH

11

70

11

70

FIRE STAIR EXIT


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

)


MR

V - M

edium

R

igid V

ehicle


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


PEDESTRIAN FOOTPATH

11

70

11

70

FIRE STAIR EXIT


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


MR

V - M

edium

R

igid V

ehicle


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

)



MR

V - M

edium

R

igid V

ehicle


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

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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



SKT004 C253779

Draft

Transport

Turning Paths

8.8m MRV (Loading Vehicle)

Entry and exit movement

Marsden Park Hotel


Marsden Park


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






Track Width 1.840m



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






Track Width 2.500m



/ /B 05 12 18 LK AH AH

/ /C 01 02 19 LK AH AH

http://www.arup

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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 V

ehic

le (

Realistic m

in r

adiu

s) (

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 V

ehic

le (

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tic m

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adiu

s) (

2004)







B99 V

ehic

le (

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tic m

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le (

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tic m

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B99 V

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le (

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B99 V

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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



SKT005 C253779

1/250

Draft

Transport

Turning Paths

Basement Level

Marsden Park Hotel


Marsden Park


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






Track Width 1.840m



4.91

0.92 2.8






Track Width 1.770m



/ /B 05 12 18 LK AH AH

/ /C 01 02 19 LK AH AH

http://www.arup

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