traffic assessment - strathfield.nsw.gov.au · traffic assessment ... ttm consulting was engaged by...

Traffic Assessment 47-48 Loftus Crescent & 12-18 Bridge Road Homebush

Proposed Residential Development

George Saade

© 2016 - TTM Consulting Pty Ltd ABN 65 010 868 621

Level 5, Suite 501, 174 Pacific Highway, Greenwich. PO Box 5238 Greenwich NSW 2065

Revision Record

No. Author Reviewed/Approved Description Date

0. Kirk Martinez Calum Hutcheson Rev 00 10.04.2017

1.

2.

3.

4.

Site: 47-48 Loftus Crescent & 12-18 Bridge Road Homebush – Traffic Assessment

Reference: 17SYT0041

2

Contents

1 Introduction ................................................................................................................................................. 4

1.1. Scope ............................................................................................................................................ 4

2. Existing Transport Network and Traffic Situation ......................................................................................... 5

2.1. Site Location ................................................................................................................................. 5

2.2. Road Network............................................................................................................................... 5

2.3. Assessment of Existing Travel Options ......................................................................................... 7

2.3.1. Public Transport ............................................................................................................... 7

2.3.2. Walking and Cycling Infrastructure .................................................................................. 9

3. Proposed Development ............................................................................................................................. 12

3.1. Development Profile .................................................................................................................. 12

3.2. Car parking Requirements .......................................................................................................... 12

3.2.1. Council Parking Supply Requirements ............................................................................ 12

3.2.2. RMS Parking Requirements ............................................................................................ 13

3.3. Bicycle Parking Spaces ................................................................................................................ 14

3.4. Motorcycle Parking Spaces ......................................................................................................... 14

3.5. Car Park Layout .......................................................................................................................... 14

3.6. Accessible Bays ........................................................................................................................... 15

3.7. Access Driveway ......................................................................................................................... 16

3.8. Service Vehicle ........................................................................................................................... 17

4. Impact of Proposed Development ............................................................................................................. 18

5. Conclusions ................................................................................................................................................ 19

5.1. Development Access .................................................................................................................. 19

5.2. Car parking Arrangements ......................................................................................................... 19

5.3. Impact on Surrounding Road Network ....................................................................................... 19

5.4. Service Vehicle Arrangements .................................................................................................... 19

5.5. Public Transport and Bicycle / Pedestrian Facilities ................................................................... 19

5.6. Conclusion .................................................................................................................................. 19

Appendix A Proposed Site Plan ...................................................................................................................... 20

Appendix B Service Vehicle Swept Paths ........................................................................................................ 21



3

Table Index

Table 2-1: Road Characteristics .......................................................................................................................... 6

Table 3-1: Councils Parking Requirements ....................................................................................................... 12

Table 3-2: Proposed Development Car Parking Supply (Council Rates) ........................................................... 13

Table 3-3: RMS Parking Requirements ............................................................................................................. 13

Table 3-4: Propose Development Car Parking Supply (RMS Rates) .................................................................. 14

Table 3-5: Parking Design Requirement ........................................................................................................... 15

Table 4-1: RMS Traffic Generation Rates ......................................................................................................... 18

Figure Index

Figure 2-1: Site location ..................................................................................................................................... 5

Figure 2-2: Roundabout Locations ..................................................................................................................... 6

Figure 2-3: Walking Distance to Homebush Railway Station ............................................................................. 7

Figure 2-4: Walking Distance to Flemington Railway Station ............................................................................. 8

Figure 2-5: Bus Stop Locations ........................................................................................................................... 9

Figure 2-6: Existing Pedestrian footpaths .......................................................................................................... 9

Figure 2-7: Council Cycle Network Map ........................................................................................................... 10

Figure 2-8: RMS Cycle Network........................................................................................................................ 11

Figure 3-1: Accessible Parking Bay ................................................................................................................... 16

Figure 3-2: Typical Vehicle used for Waste Collection ..................................................................................... 17



4

1 Introduction

TTM Consulting was engaged by George Saade to prepare a traffic engineering report investigating a

proposed residential development at 47-48 Loftus Crescent and 12-18 Bridge Road Homebush. It is

understood that a development application will be lodged with Strathfield Council.

1.1. Scope

This report investigates the transport aspects associated with the proposed development. The scope

investigated includes:

• Parking supply required to cater for development demand.

• Parking layout to provide efficient and safe internal manoeuvring.

• Identification of likely traffic volumes and traffic distribution from the future development.

• Identification of likely traffic impact of development on the public road network.

• Access configuration to provide efficient and safe manoeuvring between the site and the public road

network.

• Access to suitable levels of public transport.

The development plans have been assessed against the following:

• Strathfield Development Control Plan (DCP) 2005.

• Strathfield Local Environmental Plan (LEP) 2012.

• Australian Standard (AS 2890).

• RTA (RMS) Guide to Traffic Generating Developments.

• RMS Guide to Traffic Generating Development – Technical Direction TDT2013/04a.



5

2. Existing Transport Network and Traffic Situation

2.1. Site Location

The site is located at 47-48 Loftus Crescent and 12-18 Bridge Road Homebush (see Figure 2-1).

Figure 2-1: Site location

2.2. Road Network

The subject site has street frontages to Loftus Crescent and Bridge Road. These roads and the other roads in

the vicinity of the site are maintained and controlled by Strathfield Council with the exception of the

Parramatta Road. The road characteristics are shown in Table 2-1.



6

Table 2-1: Road Characteristics

Road Speed Limit Lanes Road Authority

Loftus Crescent 50kph 2 (undivided plus parking) Council

Bridge Street 50kph 2 (undivided plus parking) Council

Subway Lane 50kph 2 (undivided) Council

Crane Street 50kph 2 (undivided, plus parking) Council

Parramatta Road 60kph 2 (undivided, plus parking) RMS

A roundabout is located at the intersection of The Crescent and Bridge Road. Other intersections in the

immediate vicinity of the site are priority controlled.

Figure 2-2: Roundabout Locations



7

2.3. Assessment of Existing Travel Options

2.3.1. Public Transport

Homebush and Flemington Railway Stations service the Inner West and South Line on the Sydney Trains

Network. It is located within 850 metres of the subject site, as shown in Figure 2-3 and Figure 2-4.

Figure 2-3: Walking Distance to Homebush Railway Station



8

Figure 2-4: Walking Distance to Flemington Railway Station

Train services to and from the city operate approximately every 15 minutes.

Bus stops are located within 700 metres walking distance of the site on Parramatta Road and along The

Crescent near Homebush and Flemington Railway Stations (refer to Figure 2-5). These routes include:

• Buses stopping on Parramatta Road:

o Route 525 running from Parramatta to Burwood.

o Route 526 running from Rhodes to Burwood.

• Buses stopping on The Crescent:

o Route 408 running between Burwood, Strathfield, Homebush West, Flemington and Rookwood

Cemetery.

o Route N60 night ride bus service running from Town Hall to Fairfield.

o Route N61 night ride bus service running from Town Hall to Carlingford.



9

Figure 2-5: Bus Stop Locations

2.3.2. Walking and Cycling Infrastructure

Formal pedestrian footpaths are located on Bridge Street, Loftus Crescent and the streets surrounding the

site, as shown in Figure 2-6.

Figure 2-6: Existing Pedestrian footpaths



10

Designated cycle routes are located within the vicinity of the site along Bridge Road, The Crescent,

Abbotsford Road, Mackenzie Street and other local roads.

The bike network maps from Council and the NSW Roads and Maritime Services (RMS) are shown in Figure

2-7 and Figure 2-8, respectively.

Figure 2-7: Council Cycle Network Map1

1 Source: Council Website (https://www.strathfield.nsw.gov.au/assets/Parks-and-Facilities-Maps/Cycleway-Map.pdf)



11

Figure 2-8: RMS Cycle Network2

2 Source: Transport Roads and Maritime Services Website (http://www.rms.nsw.gov.au/roads/bicycles/cyclewayfinder/index.html)



12

3. Proposed Development

3.1. Development Profile

The proposed development involves demolition of the existing residential building and construction of a

residential development with 70 units and 2 levels of basement car park.

The development proposal includes a total of 76 car parking spaces including 11 accessible bays and 5

motorcycle parking spaces. A car wash bay and 7 bicycle parking spaces are proposed in addition to the car

parking spaces.

3.2. Car parking Requirements

3.2.1. Council Parking Supply Requirements

Councils parking requirement for this type of development are identified in ‘Strathfield Council Development

Control Plan (DCP) – Part C Multi-Unit Housing’ is presented in Table 3-1.

Table 3-1: Councils Parking Requirements

Dwelling Size On-Site Parking Requirements (minimum)

1 bedroom dwelling 1 car parking space

2 bedroom dwelling 1.5 car parking spaces

3 or more bedroom dwelling 2 car parking spaces

On-site visitor parking 1 space for every 5 dwellings or part thereof.

Car wash bay For residential development of 10 or more dwellings a designated car washing bay shall be provided on the site.

Table 3-2 presents the parking requirements for compliance with the Councils DCP.



13

Table 3-2: Proposed Development Car Parking Supply (Council Rates)

Number of bedrooms

Council Car Parking Rates Council Car Parking Requirements

Car Parking Provision

19 x one bedroom 1 car parking space per one bedroom dwelling

19.0 car parking spaces 76 Car Parking spaces

45 x two bedrooms 1.5 car parking space per two bedroom dwelling

67.5 car parking spaces

6 x three bedrooms 2 car parking space per three or more bedrooms dwelling


Visitor Car parking spaces

Visitor Parking: 1 car parking space / 5 dwellings


Car wash bay For residential development of 10 or more dwellings a designated car washing bay shall be provided on the site.

1 car wash bay

Total Car Parking spaces 133.5 (round up to 134) car parking spaces

From Table 3-2 it can be seen that the parking provision of 76 car parking spaces does not comply with

Councils DCP parking requirements. It is our opinion that the Council rates are excessive for high density

developments.

The NSW RMS has published parking rates for buildings with 20 or more dwellings which are more

appropriate. The site is located within 700 to 800 metres from Homebush and Flemington Railway Station

justifying further reductions in car parking requirements (refer to Section 3.2.2).

3.2.2. RMS Parking Requirements

The parking requirements specified in the ‘RMS (RTA) Guide to Traffic Generating Developments’ are

presented in Table 3-3.

Table 3-3: RMS Parking Requirements

Land use RMS Parking Rates

High Density Residential Flat Building 0.6 spaces per 1 bedroom unit

0.9 spaces per 2 bedrooms unit

1.4 spaces per 3 bedrooms unit

1 space per 5 units (visitor parking)



14

Table 3-4 presents the parking requirements for compliance with the RMS Guidelines.

Table 3-4: Propose Development Car Parking Supply (RMS Rates)

Number of bedrooms RMS Car Parking Rates RMS Car Parking Requirements

Car Parking Provision

19 x one bedroom 0.6 spaces per 1 bedroom unit 11.4 car parking spaces 76 Car Parking Spaces 45 x two bedrooms 0.9 spaces per 2 bedrooms unit 40.5 car parking spaces

6 x three bedrooms 1.4 spaces per 3 bedrooms unit 8.4 car parking spaces

Visitor Car parking spaces

1 space per 5 units (visitor parking)


Total Car Parking Spaces 74.3 (round up to 75) car parking spaces

Note: 1 car wash bay has been provided to comply with Council DCP requirements.

76 car parking spaces are provided on-site, thus complying with the requirements of the RMS guidelines. The

parking provision is satisfactory.

One parking space has been allocated to be a car wash bay and 14 parking spaces will be allocated to visitors.

The remaining car parking spaces will be allocated to the residents.

3.3. Bicycle Parking Spaces

Strathfield DCP 2005 does not specify bicycle parking rates for multiple unit housing. However, it states that

‘Suitable facilities for accommodating bicycle parking in all residential flat building’.

The development proposes to provide 7 bicycle storage spaces located over basement level one and

basement level two. This is equivalent to approximately one bicycle storage spaces per 10 units.

The provision of 7 bicycle parking spaces is suitable for this development.

3.4. Motorcycle Parking Spaces

Strathfield DCP 2005 does not specify motorcycle parking rates for residential developments. Five

motorcycle parking spaces are proposed to be provided on site.

3.5. Car Park Layout

Table 3-5 identifies the characteristics of the proposed parking area with respect to the Council

requirements. The last column identifies the compliance of each design aspect. Where compliance with

Council is not achieved, further information is provided below:



15

Table 3-5: Parking Design Requirement

Design Aspect Council / AS 2890 Requirements

Proposed Provision Compliance

Parking space length:

Standard bay

Accessible bay

Visitor Bay

5.4m (min)

5.4m (min)

5.4m (min)

5.4m

Refer to Section 3.6

5.4m

Compliant


Compliant

Parking space width:

Standard bay

Accessible bay

Visitor Bay

2.4m (min)

4.8m (min)

2.4m (min)

2.4m


2.4m

Compliant


Compliant

Access Driveway Width 3.0 to 6.0m (min) 5.8m (minimum) Refer to Section 3.7

Aisle Width:

Parking aisle

Circulation aisle/ramp

5.8m (min)

5.8m (minimum)

Compliant

Access Driveway First 6m from the property boundary shall be a maximum of 1:20

(5%)

First 6m from the property boundary shall be a maximum of 1:20

(5%)

Compliant

Parking envelope clearance - Column adjacent to bay

Located between 0.75m and 1.75m of aisle

Located between 0.75m and 1.75m of aisle

Compliant

Maximum Gradient Ramp

Up to 20m long – 1 in 4 (25%)

25% Compliant

Height Clearance:

General Min.

Over PWD bay

2.2m

2.5m

2.2m (minimum)

Compliant

3.6. Accessible Bays

The Australia Standard ‘AS 2890 Parking Facilities: Part 6 Off-street parking for people with disabilities’

requires a 2.4 metre wide parking space with a 2.4 metre wide shared zone. Majority of the accessible bay

have been designed to comply with the standard. One accessible bay is designed for adaptable housing in

accordance with AS4299 - 1995 Adaptable housing (see Figure 3-1).



16

Figure 3-1: Accessible Parking Bay

3.7. Access Driveway

Driveway access requirements for this type of development are identified in the ‘RTA (RMS) – Guide to

Traffic Generation Developments - Section 5.4.3 High density residential flat building’ which specifies an entry

and exit driveway width of 3 to 6 metres.

The proposed drive way access arrangement complies with the RMS requirements and is considered

acceptable for this proposed development.



17

3.8. Service Vehicle

Service vehicles will be required to collect waste from the loading area located on Basement Level 01.

Swept path analysis plans in Appendix B indicate how a typical waste vehicle (see Figure 3-2) can manoeuvre

in and out of the loading area.

Figure 3-2: Typical Vehicle used for Waste Collection3

Deliveries to the site will be facilitated on-site. These servicing events are infrequent and not expected to

conflict with the weekly waste collection.

Overall, the proposed service vehicle arrangements are considered adequate to meet the needs of the

proposed development.

3 Source: Appendix F, Part H of Strathfield Consolidated Development Control Plan 2005 – Waste Minimisation and Management Plan



18

4. Impact of Proposed Development

The RTA (RMS) Guide to Traffic Generating Developments – Technical Direction TDT 2013/04a specifies land

use traffic generation rates for the proposed development, as presented below:

Table 4-1: RMS Traffic Generation Rates

Land Use Traffic Generation Rates

High Density Residential Flat Dwellings (70 Units)

Morning Peak (1 hour) vehicle trips per units 0.19

Evening Peak (1 hour) vehicle trips per units 0.15

Application of the above RMS rates results in 13.3 (round up to 14) vehicles for the morning peak and 10.5

(round up to 11) vehicles for the evening peak periods. This traffic generation is relatively minor and not of a

level normally associated with unacceptable traffic implications in terms of road network capacity or traffic

related environmental effect.



19

5. Conclusions

5.1. Development Access

The proposed access complies with the RMS Standards and is considered acceptable for the development.

5.2. Car parking Arrangements

The proposed parking supply for the site is consistent with RMS parking requirements. The proposed car

parking layout complies with AS2890 and AS4299requirements.

TTM advises the proposed car parking arrangement for this development is acceptable.

5.3. Impact on Surrounding Road Network

Assessment of the proposed development indicates that the development will not have a significant impact

on the road network. No mitigating road works are required.

5.4. Service Vehicle Arrangements

Servicing for this development will be facilitated on site via Bridge Road. There will be very low and

infrequent service vehicle demands for this site. The service vehicle arrangement is considered acceptable

for the development.

5.5. Public Transport and Bicycle / Pedestrian Facilities

The current public transport infrastructure and proposed site provisions for pedestrian and bicycle facilities

is considered adequate for the development.

5.6. Conclusion

TTM see no traffic engineering reason why the relevant approvals should not be granted.



20

Appendix A Proposed Site Plan

Copyright URBAN LINK PTY LTD ©

NotesCONTRACTOR MUST VARIFY ALL DIMENSIONS ON SITE BEFORECOMMENCING WORK OR PREPARING SHOP DRAWINGS.DO NOT SCALE DRAWINGS.

Rev Description Date App'dProject

LOFTUS BRIDGERESIDENTIAL FLAT BUILDING47-48 LOFTUS CRES & 12-18 BRIDGE RDHOMEBUSH NSW #Site Postcode AUSTRALIA

Drawing Title

BASEMENT 02FLOOR PLANS

Date of Issue10/04/2017

Checked Approved

Scale

1:100@A1 Sheet Size

Project Number

16-107Drawing Number

DA2001Revision

Status

DEVELOPMENT APPLICATION

50mm on original

16107 47-48 Loftus Cres 12-18 Bridge Rd Homebush DABIM Server: URBLNKBIM01 - BIM Server 19/2016/16107 47-48 Loftus Cres 12-18 Bridge RdHomebush DA10/04/20173:28 PM

Business Address: Level 10, 11-15 Deane Street, Burwood NSW 2134Postal Address: PO BOX 2223 Burwood North NSW 2134Phone Number: +61 29745 2014Nominated Architects:Ziad Boumelhem Reg no 8008Youssef El Khawaja Reg no 8933

Alex Sibir Reg no 2961Nicholas Toubia Reg no 9336

RL 11

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Drawing Title

BASEMENT 01FLOOR PLANS


CheckedXX

ApprovedXX

Scale

1:100@A1 Sheet Size

Project Number


DA2001_ARevision

Status


50mm on original




RAMP 25.00 %

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Drawing Title

GROUND FLOORFLOOR PLANS


Checked Approved

Scale

1:100@A1 Sheet Size

Project Number


DA2002_ARevision

Status


50mm on original




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RAMP 11.25 %

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30 m2

RAMP

1:10RL 18,500

RL 18,650

3 x 167 = 500

5 x 175 = 875

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

2 x 180 = 360

1

2

FF

F

F

F

F

F

F

F

# 03# 03

#DA4001

#DA4001

#DrgID#LayID

#DrgID#LayID

17,998

1,200

17,998

1,200

18,500

18,500

18,500

18,500

18,500

18,500

18,500

18,500

18,500

18,500

18,500

18,500

18,500

#02#02

32 m2

52 m2

38 m2

39 m2

34 m2

50 m2

DEEP SOIL38 m2

DEEP SOIL18 m2

outlin

e of sl

ab ab

ove

highlight window

highli

ght w

indow

outlin

e of sl

ab ab

ove

o u t l i ne o f s l ab above

highl ight window

SECU

RITY

GATE

ENTR

Y TO

BASE

MENT

RESIDENTIAL

ENTRY

RESIDENTIAL

ENTRY

outlin

e of sl

ab ab

ove

1 BedA.G04

A: 75 m2

2 BedA.G06

A: 50 m2

2 BedA.101

A: 76 m2

2 BedA.G05

A: 54 m2

1 BedA.G03

A: 75 m2

1 BedB.G01

A: 75 m2

1 BedB.G04

A: 79 m2

1 BedA.G02

A: 77 m2

1 BedB.G02

A: 79 m2

3 BedB.G03

A: 95 m2

1 BedA.G04

A: 75 m2

2 BedA.G06

A: 50 m2

2 BedA.101

A: 76 m2

2 BedA.G05

A: 54 m2

1 BedA.G03

A: 75 m2

1 BedB.G01

A: 75 m2

1 BedB.G04

A: 79 m2

1 BedA.G02

A: 77 m2

1 BedB.G02

A: 79 m2

3 BedB.G03

A: 95 m2

BB

#DrgID#LayID

#DrgID#LayID

DW

DW

DW

DW

DW

F

DW

DW

DW

DW

DW

53.395116° 11' 40"

46.34526° 09' 40"

206° 08' 50"33.29

5 1 .8 6 5

2 7 8 ° 1 3 ' 2 0 "

D. P. 3 4 0 8 6 1

RA D .3 .1 1

A R C . 5.8 9

C H .3 3 2 ° 1 1 '3 0 "5 .0 2

DEEPSOIL98 m2




21

Appendix B Service Vehicle Swept Paths

D A

M

A

G

E

D

N O

R

O

O

F

N o. 1 0

F I R

E

H O

U

S

E

V E

R

A

N

D

A

H

U/S GUTTER RL 20.41

19.82 TOP

18.21 BOT

Residential Store

XXXX

A: 104 m

2

Waste Collection

A: 31 m

2

Waste Store

A: 18 m

2

Waste Store

A: 22 m

2

Mech

.

XX

XX

A: 4 m

2

Bulky Store

XXXX

A: 15 m

2

Residential Store

XXXX

A: 20 m

2

1 2

3

4

5

6

789

10

11

12

13

14

15

1

2

3

4

5

6

7

8

9

1

01

1

1

2

1

31

4

1 2

3

4

5

6

789

10

11

12

13

14

15

1211

109

87

65

43

21

191817

13

16

20

272625

22

1514

23 24

21

28

CCDA

4003

_A

CC1#LayID

BBDA4002_A

AADA4001_A

#DA3001_A

#DA3001_A

#DA

3002

_A

#02

LOADING ZONE

BASEMENT 1

28 CAR SPACES

Inc

8x DDA

14x VISITOR

RA

MP

D

OW

N T

O B

2 LE

VE

L

VISITOR VISITOR

SHARE

ZONE

SHARE

ZONE

SHARE

ZONE

VIS

IT

OR

VISITOR VISITORVISITOR

RE

SR

ES

RE

SR

ES

RE

S

DDADDA

DDADDA

DDA

DDA

DDADDA

VIS

IT

OR

VIS

IT

OR

VIS

IT

OR

VIS

IT

OR

VIS

IT

OR

VIS

IT

OR

VIS

IT

OR

VIS

IT

OR

MO

TO

RC

YC

LE

MO

TO

RC

YC

LE

MO

TO

RC

YC

LE

MO

TO

RC

YC

LE

MO

TO

RC

YC

LE

1540

x

2070

SHARE

ZONE

RE

S

SE

CU

RIT

Y G

AR

AG

E D

OO

R

RA

MP

U

P T

O G

F LE

VE

L

GARBAGE ROOM

15 X 240L GARBAGE

15 X 240L RECYCLE

3 X 240L GREEN.W

10

1.92 4.72 1.12

Refuse Truck 10.0m Strathfield

Overall Length 10.000m

Overall Width 3.600m

Overall Body Height 3.600m

Min Body Ground Clearance 0.603m

Track Width 3.600m

Lock-to-lock time 6.00s

Curb to Curb Turning Radius 9.000m

Refuse Truck 10.0m Strathfield GradePref_0GradePref_1

RLPr

efix_

0

RLPr

efix_

1

GradePref_0GradePref_1

RLPr

efix_

0

RLPr

efix_

1

47-48 LOFTUS CRESCENT & 12-18 BRIDGE ROAD HOMEBUSH

SWEPT PATH ANALYSIS

10.0m REFUSE COLLECTION MANOUVERING

DRAWN

PM

10 APR 2017

DATE

TTM REFERENCE

17SYT0041-SK01

CHECKED

KM

TM CONSULTING PTY LTDT

02 8 10m64

SCALE 1:200 AT ORIGINAL SIZE

ABN 65 010 868 621

SUITE 501, 174 PACIFIC HIGHWAY, GREENWICH, NSW, 2065

P.O. BOX 5238, GREENWICH, NSW, 2065

T: (02) 9418 3033

E: [email protected] W: www.ttmgroup.com.au

AutoCAD SHX Text

TWO WAY

AutoCAD SHX Text

TWO WAY

AutoCAD SHX Text

TWO WAY

AutoCAD SHX Text

TWO WAY

AutoCAD SHX Text

TWO WAY

AutoCAD SHX Text

TWO WAY

AutoCAD SHX Text

TWO WAY

AutoCAD SHX Text

TWO WAY

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