185 leeds parade, orange · 4.1 car parking ... 4.4 delivery and servicing ... food outlet, and...

Prepared for:

Jasbe Petroleum Group

3 December 2019

The Transport Planning Partnership

E: [email protected]

185 Leeds Parade, Orange

Traffic Impact Assessment

185 Leeds Parade, Orange

Traffic Impact Assessment

Client: Jasbe Petroleum Group

Version: V05

Date: 3 December 2019

TTPP Reference:18161

Quality Record

Version Date Prepared by Reviewed by Approved by Signature

V01 14/08/2019 Clinton Cheung,

Oasika Faiz Oasika Faiz Ken Hollyoak Ken Hollyoak

V02 19/08/2019 Oasika Faiz Oasika Faiz Ken Hollyoak Ken Hollyoak



V05 03/12/2019 Oasika Faiz Oasika Faiz Ken Hollyoak

18161-R01V05-191203 TIA i

Table of Contents

1 Introduction ................................................................................................................................. 1

2 Existing Conditions ...................................................................................................................... 2

2.1 Site Description ................................................................................................................. 2

2.2 Abutting Road Network ................................................................................................... 3

2.2.1 Leeds Parade ............................................................................................................ 4

2.2.2 Northern Distributor Road ........................................................................................ 4

2.3 Pedestrian and Cyclist Infrastructure ............................................................................. 4

2.4 Public Transport Facilities ................................................................................................. 5

3 Proposed Development ............................................................................................................. 6

3.1 Proposal Description ........................................................................................................ 6

3.2 Vehicle Access ................................................................................................................. 7

4 Parking Assessment ..................................................................................................................... 8

4.1 Car Parking ........................................................................................................................ 8

4.2 Drive-way Queueing Area .............................................................................................. 8

4.3 Accessible Parking Requirements .................................................................................. 9

4.4 Delivery and Servicing ..................................................................................................... 9

4.5 Car Parking Layout ........................................................................................................... 9

5 Traffic Assessment ..................................................................................................................... 10

5.1 Traffic Generation .......................................................................................................... 10

5.1.1 Fast Food Services .................................................................................................. 10

5.1.2 Service Station ......................................................................................................... 10

5.1.3 Summary .................................................................................................................. 12

5.2 Background Traffic Growth ........................................................................................... 13

5.3 Traffic Impact .................................................................................................................. 13

5.3.1 Traffic Distribution .................................................................................................... 13

5.3.2 Intersection Modelling Criteria .............................................................................. 14

5.3.3 Modelling Results ..................................................................................................... 15

6 Conclusion ................................................................................................................................. 16

Tables

Table 4.1: Car Parking Assessment ...................................................................................................... 8

Table 5.1: Service Station Traffic Generation ................................................................................... 12

18161-R01V05-191203 TIA ii

Table 5.2: Traffic Generation Summary ............................................................................................ 12

Table 5.3: Traffic Volumes per Hour ................................................................................................... 13

Table 5.4: Level of Service Criteria for Intersection Operation ...................................................... 15

Table 5.5: Intersection Operation – Year 2028 with Development ............................................... 15

Figures

Figure 2.1: Site Location ........................................................................................................................ 2

Figure 2.2: Indicative Site Boundary .................................................................................................... 3

Figure 2.3: Cycleway Map ................................................................................................................... 4

Figure 3.1: Proposed Site Layout ......................................................................................................... 6

Figure 3.2: New Access Road Connection ........................................................................................ 7

Figure 5.1: Morning Peak Hour Trips vs Number of Pumps .............................................................. 11

Figure 5.2: Evening Peak Hour Trips vs Number Pumps ................................................................... 11

Figure 5.3: Northern Distributor Road – Site Access Volumes ......................................................... 14

Figure 5.4: Leeds Parade – Site Access Volumes ............................................................................ 14

APPENDICES

A. SITE LAYOUT PLAN

B. SWEPT PATHS

C. SIDRA OUTPUTS

18161-R01V05-191203 TIA 1

1 Introduction

This traffic impact assessment report relates to a proposed service station, drive-through fast

food outlet, and convenience store with associated car parking at 185 Leeds Parade,

Orange, NSW. A development application (DA) is to be lodged with Orange City Council

seeking approval for the proposed development.

The Transport Planning Partnership (TTPP) Pty Ltd has prepared this report on behalf of Jasbe

Petroleum Group to accompany the DA.

This report assesses the traffic and parking implications of the proposed development and is

set out as follows:

▪ Chapter 2 discusses the existing conditions including a description of the subject site

▪ Chapter 3 provides a brief description of the proposed development

▪ Chapter 4 assesses the proposed on-site parking provision and internal layout

▪ Chapter 5 examines the traffic generation and its impact, and

▪ Chapter 6 presents the conclusions of the assessment.

18161-R01V05-191203 TIA 2

2 Existing Conditions

2.1 Site Description

The subject site is located at 185 Leeds Parade, Orange and is currently a greenfield site. The

site has frontages along Northern Distributor Road and Leeds Parade along its northern and

eastern boundaries respectively.

A locality map of the subject site is provided in Figure 2.1 and the indicative site boundary is

shown in Figure 2.2.

Figure 2.1: Site Location

18161-R01V05-191203 TIA 3

Figure 2.2: Indicative Site Boundary

It is noted that the site is part of a wider development encompassing two stages, with the

subject development forming Stage 1. The Stage 2 site is under development and subject to

a separate DA.

Land uses surrounding the subject site is comprised of industrial/ commercial uses to the east

along Northern Distributor Road, while the surrounding areas are generally low density

residential.

2.2 Abutting Road Network

The subject site is bounded by Leeds Parade to the east and Northern Distributor Road to the

north. A brief description of these roads is provided below.

18161-R01V05-191203 TIA 4

2.2.1 Leeds Parade

Leeds Parade is a two-way road supporting a carriageway of approximately 7.5m wide, with

one lane in either direction. Leeds Parade is generally aligned in a north south direction and

provides connectivity to Northern Distributor Road via a roundabout intersection at the north-

east corner of the site. The posted speed limit is 50km/h. No kerbside parking is permitted on

either side of the road.

2.2.2 Northern Distributor Road

Along the northern frontage of the subject site, Northern Distributor Road is generally aligned

in an east-west direction supporting a carriageway of approximately 7.5m wide with one lane

in either direction. The posted speed limit is 80km/h. No kerbside parking is permitted on either

side of the road.

2.3 Pedestrian and Cyclist Infrastructure

Pedestrian facilities are provided surrounding the land boundary along the eastern and

northern frontages providing good connectivity to the residential areas situated to the west

and south of the site.

Off-road cycle facilities are provided surrounding the subject site. The local cycle network

map is displayed in Figure 2.3.

Figure 2.3: Cycleway Map

18161-R01V05-191203 TIA 5

2.4 Public Transport Facilities

Public transport facilities in Orange are limited with regional train services provided at Orange

Railway Station, approximately 3km south of the site, and private bus services including route

532 and 538 which have stops within 1km from the site.

18161-R01V05-191203 TIA 6

3 Proposed Development

3.1 Proposal Description

The proposed development, located at 185 Leeds Parade, involves the construction of a new

service station with a fast food restaurant and an ancillary convenience store. A full

breakdown of development is as follows:

▪ site area: 21,746.2m2

▪ proposed service station convenience store: 294m2

▪ two fast food restaurants with shared seating: 274m2

▪ fuel dispensing canopy with 4.7m height clearance for light vehicles and a fuel

dispensing canopy of 5.4m height clearance for heavy vehicles

▪ light vehicle fuel dispensers with capacity for eight light vehicles

▪ heavy vehicle fuel dispensers with capacity for three heavy vehicles (up to 19m AVs)

▪ 42 car parking spaces (including 2 accessible spaces), and

▪ 9 truck parking spaces (for up to 19m AVs).

The proposed site layout is shown in Figure 3.1 and provided in Appendix A.

Figure 3.1: Proposed Site Layout

18161-R01V05-191203 TIA 7

3.2 Vehicle Access

It is noted that the site is part of a wider development encompassing two stages, with the

subject development forming Stage 1. The Stage 2 site is under development will be subject

to a separate DA. Stage 2 is likely to be developed into retail and commercial land uses.

Access into the Stage 1 and Stage 2 site will be provided via a new internal access road

which will run between Northern Distributor Road and Leeds Parade as indicatively shown in

Figure 3.2.

Figure 3.2: New Access Road Connection

The internal access road is to be developed as part of the Stage 1 development and would

include a;

▪ left-in/left-out intersection at the Northern Distributor Road, with a deceleration lane

provided for vehicles turning left into the site and acceleration lane for vehicles turning

left out of the site

▪ a give-way intersection at Leeds Parade with left-in and right-in deceleration lanes into

the site.

The access road itself will have one lane in each direction.

18161-R01V05-191203 TIA 8

4 Parking Assessment

4.1 Car Parking

The parking requirements for the Stage 1 development have been assessed against the

Orange City Council (Council) DCP 2004. Car parking requirements are set out within Part 15

Car Parking in the Orange City Council DCP 2004.

Car parking requirements for the proposed development are summarised in Table 4.1.

Table 4.1: Car Parking Assessment

Land Use

Size

Minimum DCP Rate Parking

Requirement

Parking

Provided GFA Seats

Service Station

Work Bays [1] - - 3 spaces per

workbay 0 0

Convenience Store 294m2 - 1 space per 25m2

GFA 12 12

Fast Food

Development with on-site

seating and drive-through

facilities

274m2 60 seats 1 space per 2 seats

(internal seating) 30 30

Total 42 42

[1] No work bays are proposed

Table 4.1 indicates that the proposed development is required to provide a minimum of 42

car parking spaces including 12 spaces for the proposed service station (and convenience

store) and 30 spaces for the proposed fast food premises.

The proposed development includes a proposed parking provision of 42 car parking spaces.

The proposed car parking provision is therefore compliant with Council’s minimum parking

requirements.

4.2 Drive-way Queueing Area

The DCP stipulates that for fast food outlets with drive-through facilities are to provide a

queueing area for 5 to 12 cars measured from the pick-up point and minimum of 4 car

spaces for cars queued from the ordering point.

The proposed drive-through facility has been designed to accommodate approximately 13-

14 vehicles from the food pick up point and approximately 5-6 vehicles from the ordering

point. In addition, one waiting bay is provided for drivers whose orders have longer wait times.

Therefore, the proposed drive-through facility has satisfactory vehicle queue storage area.

18161-R01V05-191203 TIA 9

4.3 Accessible Parking Requirements

Council’s DCP does not stipulate specific parking rates for accessible parking spaces. The

Building Code of Australia (BCA) recommends accessible parking spaces to be provided at a

rate of 1 space for every 50 car parking spaces or part thereof. Therefore, for a provision of 42

car spaces, the development is required one accessible space inclusive. It is proposed to

provide two accessible parking spaces, which complies with BCA requirements.

4.4 Delivery and Servicing

Council’s DCP does not stipulate specific parking rates for delivery and service vehicles,

however states that “provision is to be made on-site or at a convenient location for the type

of delivery or service vehicle appropriate to the type of development”.

On this basis, one loading bay area is proposed for the development, accommodating

vehicles up to a 12.5m Heavy Rigid Vehicle.

4.5 Car Parking Layout

The service station car park and associated access arrangements have been generally

designed in accordance with Australian Standard requirements, namely AS2890:2004. The

review included assessment of the following:

▪ access arrangements

▪ car park circulation, and

▪ parking spaces and aisle dimensions

All parking spaces are to be designed as Australian Standard Class 3A car parking spaces

(which have minimum dimensions of 2.6m wide by 5.4m long with aisle width of 6.6m).

The accessible parking spaces have been designed as per AS2890.6:2009 (with dimensions of

2.4m wide by 5.4m long and an adjacent shared space of equal dimensions with bollard).

A fuel dispensing canopy of 4.7m height clearance has been provided for light vehicles and

5.4m height clearance for heavy vehicles. The internal circulation within the development has

been designed to accommodate vehicles up to and including a 19m articulated vehicle. All

service vehicles would be able to enter and exit the site in a forward direction.

A swept path analysis has been conducted, which demonstrates vehicle accessibility to/from

and within the site to facilitate vehicles up to and including a 19m articulated vehicle. The

swept path analysis is provided in Appendix B.

18161-R01V05-191203 TIA 10

5 Traffic Assessment

5.1 Traffic Generation

5.1.1 Fast Food Services

The site provides two fast food restaurants including one with a drive-through facility. Given

that the restaurants are to share seating and amenities (i.e. toilets), it is anticipated that the

fast food component of the site would operate as one, that is, share customers. On this basis,

the traffic generation of the fast food component has been estimated as a single trip

attractor instead two sites with separate customers/ trips.

Traffic generation estimates for the proposed fast food premises have been assessed using

Transport for NSW’ Draft Guide to Transport Impact Assessments (March 2018) (herein, draft

TfNSW Guide). This includes information from updated studies from those contained in the RTA

Guide to Traffic Generating Developments 2002 on service stations across New South Wales.

For fast food restaurants, the draft TfNSW Guide provides sample survey data for three fast

food chains, namely McDonalds, KFC and Hungry Jacks. As such, for the purpose of this

analysis the more conservative traffic generation estimate has been adopted for the

proposed fast food restaurant i.e. McDonalds traffic generation.

As provided in the draft TfNSW Guide, the traffic generation estimates for a McDonalds

restaurant during the road network peak for a regional area, are as follows:

▪ AM Peak: 188 vehicle trips per hour

▪ PM Peak: 183 vehicle trips per hour.

The draft TfNSW Guide indicates that 51% of the above traffic generation is passing trade for

McDonalds restaurants.

An average of 50% passing trade has been adopted for the purposes of this assessment. On

this basis, the proposed fast food restaurant is estimated to generate a net increase of 94 and

92 trips per hour into the road network during the AM and PM peak periods respectively. An

additional 94 and 92 trips per hour is anticipated to be passer by vehicles undertaking a

detour via the site.

5.1.2 Service Station

Traffic generation estimates for service stations has been referenced from Roads and

Maritime Services Trip Generation Surveys, Service Stations, Analysis Report (2013) by TEF

Consulting.

18161-R01V05-191203 TIA 11

The Service Station Analysis Report has been produced for the draft TfNSW guide however,

the report provides greater detail than the draft TfNSW guide. This study undertaken for Roads

and Maritime Services includes survey data for a number of service stations, with varying

services. For recent Land & Environment Court cases, TTPP has undertaken a detailed analysis

of the survey sites that include a service station plus convenience store and have excluded

any that include additional provisions such as fast food restaurants, to obtain an

understanding of the traffic generation of service stations only.

Based on this data, the relationship between the number of peak hour vehicle trips and the

number of fuel pumps was determined as shown in Figure 5.1 and Figure 5.2.

Figure 5.1: Morning Peak Hour Trips vs Number of Pumps

Figure 5.2: Evening Peak Hour Trips vs Number Pumps

10. BP

6. BP

3. Caltex

4. APW

8. Caltex W/W5. 7/11

7. Caltex W/W

y = 6.8092x + 47.445

0

50

100

150

200

250

0 5 10 15 20 25

Nu

mb

er

of

Trip

s

Number of Pumps

10. BP

6. BP

3. Caltex4. APW8. Caltex W/W

5. 7/11

7. Caltex W/W

y = 2.1532x + 123.81

0

50

100

150

200

250

0 5 10 15 20 25

Nu

mb

er

of

Trip

s

Number of Pumps

18161-R01V05-191203 TIA 12

Based on the regression equations obtained from the graphs in Figure 5.1 and Figure 5.2, the

estimated number of trips generated by the proposed development has been assessed.

Based on a capacity of 11 pumps (for eight light vehicles and three heavy vehicles), the trip

generation of the service station is summarised in Table 5.1.

Table 5.1: Service Station Traffic Generation

Land Use Size Trip Rate Traffic Generation

AM Peak PM Peak AM Peak PM Peak

Service Station 11 Pumps (P) 6.8092 P + 47.445 2.1532 P+ 123.81 122 147

Based on the regression formulas as calculated in Figure 5.1 and Figure 5.2, it is estimated that

the proposed development could generate up to 147 vehicle trips per hour during the busiest

peak period.

Further to this, the site is located on a classified road and is therefore expected to attract a

significant proportion of passing trade i.e. traffic already on the road network passing the site.

The RMS’s Guide indicates that passing trade for service stations would typically be at least

50% although surveys undertaken by TTPP at other service stations suggest that this can be in

the order of 59-71%.

However, as a conservative analysis using the 50% figure, the proposed service station could

be expected to generate a net additional 74 trips per hour during the peak periods to the

road network (i.e. new primary trips).

5.1.3 Summary

A summary of the estimated traffic generation arising from the proposed development is

provided in Table 5.2.

Table 5.2: Traffic Generation Summary

Development Traffic Generation

Passing Trade Additional Vehicle Trips

AM Peak PM Peak AM Peak PM Peak

Service Station 122 147 50% 61 74

Fast Food 188 183 50% 94 91

Total 310 330 - 155 165

Table 5.2 indicates that the proposed development is expected to generate a total of 310-

330 vehicles per hour during the road network peak periods. This would include a net

increase of 155-165 vehicle trips per hour to the road network.

However, the above does not take into account multi-purpose trips between the fast food

restaurant and service station, with the fast food and service station anticipated to overlap in

18161-R01V05-191203 TIA 13

customers. On this basis, the above traffic generation estimate is again noted to be

conservative.

5.2 Background Traffic Growth

On the above basis, Orange City Council has provided traffic counts for the year 2018 and

forecasted traffic volumes for the year 2028 from their Strategic Traffic Model for Orange.

These volumes are summarised in Table 5.3.

Table 5.3: Traffic Volumes per Hour

Road Peak

Year 2018 Traffic Counts Year 2028 Forecast Volumes

Northbound/

Westbound

Southbound/

Eastbound Total

Northbound/

Westbound

Southbound/

Eastbound Total

Leeds

Parade

AM Peak 322 254 576 450 313 763

PM Peak 271 361 632 274 471 745

Northern

Distributor

Road

AM Peak 694 436 1130 579 780 1359

PM Peak 766 528 1294 746 691 1437

5.3 Traffic Impact

The development traffic is to access the site from Northern Distributor Road via the proposed

left-in/left-out access. Preliminary discussions with Council have resolved that a left-in/left-out

access is most appropriate intersection layout.

5.3.1 Traffic Distribution

The proposed development traffic (Stage 1) has been distributed based on the following

assumptions:

▪ a 50% inbound/ 50% outbound split has assumed to enter and exit the site

▪ traffic has been distributed to/ from Northern Distributor Road and Leeds Parade based

on existing flows, that is, Northern Distributor Road carries on more traffic than Leeds

Parade. On the basis of the existing traffic flows, 65% of development traffic has been

assumed to arrive and depart to Northern Distributor Road.

▪ similarly, 65% of the estimated pass-by traffic is assumed to access the site via Northern

Distributor Road

▪ traffic at Leeds Parade has been distributed based on existing flows, with 60% travelling

northbound and 40% travelling southbound in the AM peak and vice versa in the PM

peak.

18161-R01V05-191203 TIA 14

A comparison of the forecasted volumes on Northern Distributor Road and Leeds Parade site

access points, for the Year 2028 Base (without development) and Year 2028 plus

Development is shown in Figure 5.3 and Figure 5.4 respectively.

Figure 5.3: Northern Distributor Road – Site Access Volumes

Figure 5.4: Leeds Parade – Site Access Volumes

5.3.2 Intersection Modelling Criteria

The site access has been assessed using SIDRA Intersection 8, a computer-based modelling

package which assesses intersection performance under prevailing traffic conditions.

SIDRA calculates intersection performance measures such as ‘average delay’ that vehicles

encounter and the level of service (LoS). SIDRA provides analysis of the operating conditions

which can be compared to the performance criteria set out in Table 5.4.

(691) 780

579 (746)

NA NA NA

NA

10 AM Peak Volumes

(10) PM Peak Volumes

Year 2028 Base

2

Site Access

Northern Distributor Rd

(691) 780

502 (664)

101 101 (107)

(107)

10 AM Peak Volumes


Year 2028 plus Development Traffic

2

Site Access

Northern Distributor Rd

(274) 450

313 (471)

10 AM Peak Volumes


Year 2028 Base

1

Site Access

Leeds Pde - NLeeds Pde - S

NA

NA NANA

(23) (35)

(23) 33 33 22

(262) 434

22 (35)

302 (454)

10 AM Peak Volumes


Year 2028 plus Development Traffic

1

Site Access

Leeds Pde - NLeeds Pde - S

18161-R01V05-191203 TIA 15

Table 5.4: Level of Service Criteria for Intersection Operation

Level of

Service

Average Delay

(seconds per vehicle) Traffic Signals, Roundabout Give Way and Stop Signs

A Less than 14 good operation good operation

B 15 to 28 good with acceptable delays

and spare capacity

acceptable delays and spare capacity

C 29 to 42 satisfactory satisfactory, but accident study

required

D 43 to 56 operating near capacity near capacity and accident study

required

E 57 to 70 at capacity

At signals, incidents will cause

excessive delays.

at capacity, requires other control

mode

F Greater than 71 unsatisfactory with excessive

queuing

unsatisfactory with excessive queuing;

requires other control mode

Source: Roads and Maritime Guide to Traffic Generating Developments, 2002

5.3.3 Modelling Results

The result of the SIDRA analysis of the Year 2028 with development is presented in Table 5.5

with detailed results provided in Appendix C.

Table 5.5: Intersection Operation – Year 2028 with Development

Intersection Intersection Approach

AM Peak PM Peak

Delay

(sec/veh)

Level of

Service

Delay

(sec/veh)

Level of

Service

Northern Distributor

Site Access

Northern Distributor - East 6 A 6 A

Site Access 6 A 6 A

Northern Distributor - West 0 A 0 A

Leeds Parade Site

Access

Leeds Parade – North 9 A 8 A

Site Access 15 B 15 A

Leeds Parade – South 7 A 7 A

Based on Table 5.5, the proposed site access points at Northern Distributor Road and Leeds

Parade would operate well with the proposed development traffic.

18161-R01V05-191203 TIA 16

6 Conclusion

This traffic impact assessment report relates to a proposed service station, drive-through fast-

food outlet and convenience store with associated car parking at 185 Leeds Parade,

Orange. The key findings of the report are presented below.

▪ The development proposal seeks the construction of a new service station with a total of

four fuel dispensers for light vehicles (i.e. eight pumps) and heavy vehicle fuel dispensers

for three vehicles up to 19m AVs. The development also includes a drive-through fast

food outlet and parking for cars and trucks.

▪ The DCP requires the proposed development to provide 42 car parking spaces. It is

proposed to provide 42 cars spaces (including two accessible spaces) and nine truck

spaces. In addition, the driveway through fast food restaurant provides queuing room for

13-14 vehicles and is compliant with DCP requirements for driveway through facilities.

▪ The proposed parking facilities will be designed in accordance with design requirements

as set out in AS2890.

▪ Vehicle access to the development is off a new internal access road that would provide

access to a new retail and commercial precinct that includes the proposed

development as Stage 1. The internal access road is to be developed as part of the

Stage 1 development and would include a;

left-in/left-out intersection at the Northern Distributor Road, with a deceleration lane

provided for vehicles turning left into the site and acceleration lane for vehicles

turning left out of the site

a give-way intersection at Leeds Parade with left-in and right-in deceleration lanes

into the site.

▪ The proposed development is estimated to generate 310 and 330 vehicle trips per hour in

the morning and evening peak periods respectively, with a conservative volume 50%

anticipated to be pass-by trips.

▪ SIDRA Intersection modelling has been undertaken to assess the capacity of the site

access points at the Northern Distributor Road and Leeds Parade, with consideration of

background traffic growth to the year 2028. The modelling indicates that the proposed

site access points would operate well.

Overall, the traffic and parking aspects of the proposed development is considered to be

satisfactory.

18161-R01V05-191203 TIA Appendix A

Appendix A

Site Layout Plan

PROPOSED CONCRETE KERB TONEW LANDSCAPED AREA, TYPICAL

NEW CONCRETE FORECOURTAND DRIVEWAYS

4x NEW MPD DISPENSERS

NEW CROSSING

LOW LEVEL LANDSCAPING

L E

E D

S

P

A R

A D

E

3060

0

O/A

CAN

OPY

SITEEXIT

NEWLANDSCAPING

NEWLANDSCAPING

NEWLANDSCAPING

NEWLANDSCAPING

NEWLANDSCAPING

NEW

LAN

DSC

APIN

GWASTE

PLANT ROOM

1

5

9

15

3827

1 2 3 4 5 6 7 8 9SITEENTRY

4500

7200

7200

7200

4500

SITE BOUNDARY

SITE BOUNDARY

SITE BOUNDARY

EXISTING FOOT PATH

1000

0SETB

ACK

2600TYP.

5400

TYP.

2400

2400

4463

0 O

/A B

UIL

DIN

G E

XTER

NAL

NEWCONCRETEFORECOURT

NEW CONCRETETRUCK PARKING

8000 O/ACANOPY

SITE IDSIGN

PROPOSED FUEL DISPENSING CANOPYWITH 4.7m CLEAR HEIGHT UNDERSIDE

PROPOSED LOCATION OF NEW VENTS

NEWLANDSCAPING

SITE BOUNDARY

PROPOSED 3x 90kL COMPARTMENTEDUNDERGROUND FUEL STORAGE TANKS

PROPOSED LOCATION OF NEW AIR /WATER POINT AND SIGN

UNDERCANOPY DRAINAGE TOENGINEERS DETAILS TYPICAL

PROPOSEDCARPARK

PROPOSEDTRUCK CANOPY

NEW TRUCKPARKING

1709

5 FR

OM

BOU

ND

ARY

CO

RN

ER

16565 0/A BUILDING

4947

0 M

IN.

10

NEW

L

AND

SCAP

ING

COLCOL

COLCOL

COLCOL

NEW KERB

NEW KERB

NEW KERB

NEW KERB

NEW KERB

NEW KERB

NEW

KER

B

NEW

KER

B

NEW KERB

UADF

UADF

UADF

UADF

NEW

KER

B

NEW

KER

B

6

ICE

113°27'25" 64.795

118°02'30" 64.795

140°38'20" 35.355

154°10'35"

35.355

167°42'45"

35.355

181°15'00"

35.36

188°01'05"

22.075

193°33'35" 47.32

127°06'10" 35.355

MECHANICAL PLANT

MECHANICAL PLANT

3.0

3.0

1.51.5

1.51.5

PP

PP

PP

PP

OR

DER

POIN

T

LOADING /UNLOADINGAREA

BOL

BOL

NEW LOW LEVEL AUSTRALIANNATIVE PLANTS & PINE BARKMULCH

ENTR

YEN

TRY

DRIVETHRUENTRY

PROPOSED INTERNALLY ILLUMINATEDENTRY SIGNS

COLCOL

COL

COLCOL

COLCOLCOL

COL

COL

STAGE 1 DEVELOPED AREA INCLUDINGENTRY / EXIT ROAD WORKS

CH

ANG

E O

F G

RAD

E

14700 TANK FARM

1000

0SE

TBAC

K

1237

5TA

NK

FAR

M36

575

MIN

.

5400

SITE BOUNDARY

21,600 LITRE SPEL PURACEPTOR TOENGINEERS DETAILS

FL

PROPOSED ADF DISPENSING CANOPYWITH 5.4m CLEAR HEIGHT UNDERSIDE

2250

0 O

/A T

RU

CK

CAN

OPY

1500

6500

6500

6500

4 x NEW ADF DISPENSERS

25752850 2575

26000 TYP.

4000 TYP.27

508850 O/ACANOPY

350018503500

14075 DRIVEWAY

7850

30755 ℄

℄

SITEEXIT

NEW KERB

FL

FL

FL

FL

FL

FL

PROPOSED WASTE AREA FORFAST FOOD & RETAIL OUTLET

ORDER POINT AWNING

PEDESTRIAN CROSSING

WAITINGBAY

16 22 23

39

42

276756000

1500

PICK UP/PAY POINT AWNING OVER

PROPOSED FAST FOOD ANDRETAIL OUTLET

EXISTING OVERHEAD POWERLINES TO BE RELOCATED

NEW GREASE ARRESTOR TOENGINEERS DETAILS

PEDESTRIAN ACCESS

PROPOSED INTERNALLY ILLUMINATEDEXIT SIGNS

PROPOSED INTERNALLY ILLUMINATEDEXIT SIGNS

EXISTING CONCRETE FOOT PATH

PROPOSED 12m HIGH INTERNALLYILLUMINATED DOUBLE-SIDED SITE IDSIGN REFER DA01 SIGN 01

PROPOSED FUEL FILL POINTS

TURNINGBAY

38215

61730

22m 26

CAR

PAR

KIN

G

CAR

PAR

KIN

G

CAR PARKING

CAR PARKING

NEWLANDSCAPING

PROPOSEDCAR CANOPY

4624

0 M

IN.

1000

0 M

IN.

3315

0 M

IN.

3684

0 M

IN.

N O R T H E R N D I S T R I B U T O R R O A D

PP

PP

PP

PP

PP

OR

DER

POIN

T

12m HIGHINTERNALLYILLUMINATEDSITE ID SIGNAGE

GROUND LEVEL

SITE

BO

UN

DAR

Y

LED ILLUMINATEDPRICE NUMBERS

1200

0 O

/A

N O

R T

H E

R N

D

I S

T R

I B

U T

O R

R

O A

D

4000

450

ByAmendmentDateNo

RevisionDrawing No

A1 Scale A3 Scale Date DrawnProject

Client Drawing Title

ST LEONARDS NSW 2065

ABN 21 096 632 450

TELEPHONE:FACSIMILE:

www.mchp.com.au

SUITE 5, 38-46 ALBANY ST

02 9436 222202 9439 1340

JASBE PETROLEUM

PROPOSED SERVICE STATION + FAST FOOD LOT 4 DP 1185665 & LOT 5 DP 1065309185 LEEDS PARADEORANGE, NSW 2800

PROPOSED SITE PLAN

18-076 DA01 F

1:400 HALF A1 SCALE 16.04.2019 PP

A 03.05.2019 PRELIMINARY ISSUE PPB 24.05.2019 FLOOR PLAN REVISED PPC 28.05.2019 NOTES REVISED PPD 02.09.2019 REVISED ENTRY AND PARKING PPE 20.11.2019 REVISED ROAD AND SITE LAYOUT PPF 03.12.2019 REVISED CARPARK AS PER CONSULTANT COMMENTS PPFOR DEVELOPMENT

APPROVAL

0

metres

4 8 20 40

FAST FOODUSER 2

A1 SCALE: 1:400PROPOSED SITE PLAN

A1 SCALE: NTSKEY PLAN

N O R T H E R N D I S T R I B U T O R R O A D

L E

E D

S P

A R

A D

E

SITE BOUNDARY

SITE

BO

UN

DAR

Y

SITE

BO

UN

DAR

Y

SITE BOUNDARY

EXISTINGROUNDABOUT

FASTFOODUSER 1

TOTAL 708.5 m²

STAGE 1

TOTAL SITE AREA - 12.088 haSTAGE 1 DEVELOPED AREA - 21898 sqm approx.

BUILDING FOOTPRINT - 708.5 m²

1

2

3

4

50,000

40,000

30,000

60,000

PROPOSED TANK SCHEDULE

TANK PRODUCT LITRES DESCRIPTION

E10

NEW 90kL DOUBLE WALL UNDERGROUNDFUEL TANK

Ad BLUE

PULP95

ULT98

NEW 90kL DOUBLE WALL UNDERGROUNDFUEL TANK

PUMP

CAR CANOPY 1/2, 3/4, 5/6, 7/8

DISPENSER SCHEDULE

PULP/E10/UADF/ULT

PRODUCT DESCRIPTION8 HOSE WAYNE5000 DISPENSERS

TRUCK CANOPY 9/14 UADF/Ad BLUE 2 & 4 HOSEDISPENSERS

5 90,000UADF NEW 90kL UNDERGROUND FUEL TANK

AREAS + PARKING

CAR PARKING: 42 SPACES(INCLUDING 2 ACC. SPACES)

TRUCK PARKING: 9 SPACES

FSL 884.00

LOT 4DP 1185665 AND

LOT 5 DP 1065309TOTAL SITE AREA

12.088 ha

LOT 4DP 1185665 AND

LOT 5 DP 1065309TOTAL SITE AREA

12.088 ha

OSD

AREA

PROPOSEDSERVICESTATION

CONVENIENCESTORE

LEGENDBOL BOLLARD STEELCOL COLUMN TO ENGINEERS DETAILSFL FLOOD LIGHT

INTERNALLY ILLUMINATEDSITE ID SIGN 01SCALE 1:100

01-

H:\M

CHP\

Jasb

e Petr

oleum

\Ora

nge\S

ervic

e Cen

tre an

d Mult

i Use

rs\20

19 D

A\Dr

awing

s\18-

076 D

A01 F

.dwg,

3/12/2

019 4

:40:16

PM,

cadfi

ve, A

utoCA

D PD

F (H

igh Q

uality

Prin

t).pc

3, IS

O ful

l blee

d A3 (

420.0

0 x 29

7.00 M

M), 1

:2

18161-R01V05-191203 TIA Appendix B

Appendix B

Swept Paths

L E

E D

S

P

A R

A D

E

3060

0

O/A

CAN

OPY

4500

7200

7200

7200

4500

1000

0SETB

ACK

2600TYP.

5400

TYP.

2400

2400

4463

0 O

/A B

UIL

DIN

G E

XTER

NAL

8000 O/ACANOPY

1709

5 FR

OM

BOU

ND

ARY

CO

RN

ER

16565 0/A BUILDING

4947

0 M

IN.

COL

COL

COL

COL

COL

COL

NEW KERB

NEW KERB

NEW KERB

NEW KERB

NEW KERB

NEW KERB

NEW

KER

B

NEW

KER

B

NEW KERB

UADF

UADF

UADF

UADF

NEW

KER

B

NEW

KER

B

ICE

113°27'25" 64.795

118°02'30" 64.795

140°38'20" 35.355

154°10'35"

35.355

167°42'45"

35.355

181°15'00"

35.36

188°01'05"

22.075

127°06'10" 35.355

MECHANICAL PLANT

MECHANICAL PLANT

3.0

3.0

1.51.5

1.51.5

PP

PP

PP

PP

OR

DER

POIN

T

BOL

BOL

ENTR

YEN

TRY

COL

COL

COLCOL

COLCOL

COLCOL

COLCOL

14700 TANK FARM

1000

0SE

TBAC

K

1237

5TA

NK

FAR

M36

575

MIN

.

5400

2250

0 O

/A T

RU

CK

CAN

OPY

1500

6500

6500

6500

25752850 2575

26000 TYP.

4000 TYP.

2750

8850 O/ACANOPY

350018503500

14075 DRIVEWAY

7850

NEW KERB

PEDESTRIAN CROSSING

276756000

1500

38215

61730

22m

4624

0 M

IN.

1000

0 M

IN.

3315

0 M

IN.

3684

0 M

IN.

N O R T H E R N D I S T R I B U T O R R O A DB-Double (25.0m)

B-Double (25.0m)

B-Double (25.0m)

B-Double (25.0m)B-Double (25.0m)

B-Double (25.0m)

B-Double (25.0m)

B-Double (25.0m)B-Double (25.0m)B-Double (25.0m)

B-Double (25.0m)

B-Double (25.0m)B-Double (25.0m)

2.6M2.6M

2.6M2.6M

2.6M2.6M

2.6M2.6M

2.6M2.6M

2.6M2.6M

2.6M

2.6M

2.6M

2.6M

2.6M

2.6M 2.6M 2.6M 2.6M 2.6M 2.6M 2.6M 2.6M 2.6M 2.6M 2.6M

2.6M 2.6M 2.6M 2.6M 2.6M 2.6M 2.6M 2.6M 2.6M 2.6M 2.6M

DATE STAMP

PROJECT No. REV.

TITLE

REV. DESCRIPTION APP'D DATECHECK DWG No.PROJECTDRAWN

SCALE

FIGURE 1

03 DECEMBER 2019

18161 1:700 @A3 A

185 LEEDS ROAD, ORANGE

SWEPT PATH ANALYSIS25m B-DOUBLE

A ISSUE FOR DISCUSSION KM OF KH 03/12/1918161CAD005

File

nam

e: 1

8161

CAD

005-

CAR

PAR

K R

EVIE

W-1

9120

3.dw

gD

ate:

3 D

ecem

ber 2

019

By: K

arl.m

agis

trado

KEY:

Wheel path

Body envelope

300mm clearance

Forward Reverse

1250010860

6210

Max 72° HorizMax 6° Vert

8100 1300 1300 1600

Max 72° HorizMax 6° Vert

6800 1300 1300560

46001000 3350 1300

B-Double (25.0m)Overall Length 25000mmOverall Width 2500mmOverall Body Height 4300mmMin Body Ground Clearance 540mmTrack Width 2500mmLock-to-lock time 6.00sCurb to Curb Turning Radius 15000mm

3060

0

O/A

CAN

OPY

4500

7200

7200

7200

4500

5400

TYP.

2400

2400

16565 0/A BUILDING

4947

0 M

IN.

COLCOL

COLCOL

COLCOL

NEW KERB

NEW KERB

NEW KERB

NEW KERB

NEW

KER

B

UADF

UADF

NEW

KER

B

NEW

KER

B

ICE

140°38'20" 35.355

MECHANICAL PLANT

MECHANICAL PLANT

3.0

3.0

1.51.5

1.51.5

OR

DER

POIN

TBOL

BOL

ENTR

YEN

TRY

COL

COL

COL

COLCOL

COL

COLCOL

14700 TANK FARM

1237

5TA

NK

FAR

M36

575

MIN

.

5400

2250

0 O

/A T

RU

CK

CAN

OPY

1500

6500

6500

8850 O/ACANOPY

350018503500

14075 DRIVEWAY

PEDESTRIAN CROSSING

276756000

38215

61730

22m

4624

0 M

IN.

3315

0 M

IN.

3684

0 M

IN.

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 Vehicle (Realistic min radius) (2004)B99 Vehicle (Realistic min radius) (2004)B99 Vehicle (Realistic min radius) (2004)B99 Vehicle (Realistic min radius) (2004)

2.6M2.6M

2.6M2.6M

2.6M2.6M

2.6M2.6M

2.6M2.6M

2.6M2.6M

2.6M

2.6M

2.6M

2.6M

2.6M

2.6M 2.6M 2.6M 2.6M 2.6M 2.6M 2.6M 2.6M 2.6M 2.6M 2.6M

2.6M 2.6M 2.6M 2.6M 2.6M 2.6M 2.6M 2.6M 2.6M 2.6M 2.6M

DATE STAMP

PROJECT No. REV.

TITLE


SCALE

FIGURE 2

03 DECEMBER 2019

18161 1:400 @A3 A


SWEPT PATH ANALYSIS5.2m B99 VEHICLE


File

nam

e: 1

8161

CAD

005-

CAR

PAR

K R

EVIE

W-1

9120

3.dw

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ate:

3 D

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ber 2

019

By: K

arl.m

agis

trado

KEY:

Wheel path

Body envelope

300mm clearance

Forward Reverse

5200

950 3050

B99 Vehicle (Realistic min radius) (2004)Overall Length 5200mmOverall Width 1940mmOverall Body Height 1878mmMin Body Ground Clearance 272mmTrack Width 1840mmLock-to-lock time 4.00sCurb to Curb Turning Radius 6250mm

3060

0

O/A

CAN

OPY

4500

7200

7200

7200

4500

5400

TYP.

2400

2400

16565 0/A BUILDING

4947

0 M

IN.

COL

COL

COL

COL

COL

COL

NEW KERB

NEW KERB

NEW KERB

NEW

KER

B

UADF

UADF

ICE

MECHANICAL PLANT

MECHANICAL PLANT

1.51.5

1.51.5

BOL

BOL

ENTR

YEN

TRY

COL

COL

COLCOL

COLCOL

COLCOL

14700 TANK FARM

1237

5TA

NK

FAR

M36

575

MIN

.

5400

2250

0 O

/A T

RU

CK

CAN

OPY

1500

6500

6500

8850 O/ACANOPY

350018503500

14075 DRIVEWAY

NEW KERB

276756000

38215

61730

22m

3315

0 M

IN.

3684

0 M

IN.

HRV - Heavy Rigid Vehicle



2.6M2.6M

2.6M2.6M

2.6M2.6M

2.6M2.6M

2.6M2.6M

2.6M2.6M

2.6M

2.6M

2.6M

2.6M

2.6M

2.6M 2.6M 2.6M 2.6M 2.6M 2.6M 2.6M 2.6M 2.6M 2.6M 2.6M

2.6M 2.6M 2.6M 2.6M 2.6M 2.6M 2.6M 2.6M 2.6M 2.6M 2.6M

3060

0

O/A

CAN

OPY

4500

7200

7200

7200

4500

5400

TYP.

2400

2400

16565 0/A BUILDING

4947

0 M

IN.

COLCOL

COLCOL

COLCOL

NEW KERB

NEW KERB

NEW KERB

NEW

KER

B

UADF

UADF

ICE

MECHANICAL PLANT

MECHANICAL PLANT

1.51.5

1.51.5

BOL

BOL

ENTR

YEN

TRY

COL

COL

COLCOL

COLCOL

COLCOL

14700 TANK FARM

1237

5TA

NK

FAR

M36

575

MIN

.

5400

2250

0 O

/A T

RU

CK

CAN

OPY

1500

6500

6500

8850 O/ACANOPY

350018503500

14075 DRIVEWAY

NEW KERB

276756000

38215

61730

22m

3315

0 M

IN.

3684

0 M

IN.

HRV - Heavy Rigid VehicleHRV - Heavy Rigid VehicleHRV - Heavy Rigid Vehicle

2.6M2.6M

2.6M2.6M

2.6M2.6M

2.6M2.6M

2.6M2.6M

2.6M2.6M

2.6M

2.6M

2.6M

2.6M

2.6M

2.6M 2.6M 2.6M 2.6M 2.6M 2.6M 2.6M 2.6M 2.6M 2.6M 2.6M

2.6M 2.6M 2.6M 2.6M 2.6M 2.6M 2.6M 2.6M 2.6M 2.6M 2.6M

DATE STAMP

PROJECT No. REV.

TITLE


SCALE

FIGURE 3

03 DECEMBER 2019

18161 1:400 @A3 A


SWEPT PATH ANALYSIS12.5m HEAVY RIGID VEHICLE - LOADING/UNLOADING AREA


File

nam

e: 1

8161

CAD

005-

CAR

PAR

K R

EVIE

W-1

9120

3.dw

gD

ate:

3 D

ecem

ber 2

019

By: K

arl.m

agis

trado

VEHICLE ENTERING

KEY:

Wheel path

Body envelope

300mm clearance

Forward Reverse

12500

2400 5900 1400

HRV - Heavy Rigid VehicleOverall Length 12500mmOverall Width 2500mmOverall Body Height 4300mmMin Body Ground Clearance 417mmTrack Width 2500mmLock-to-lock time 6.00sCurb to Curb Turning Radius 12500mm

VEHICLE EXITING

18161-R01V05-191203 TIA Appendix B

Appendix C

SIDRA Outputs

MOVEMENT SUMMARYSite: 101 [2028 AM Leeds Parade]

Site Category: -Giveway / Yield (Two-Way)

Movement Performance - VehiclesDemand Flows 95% Back of QueueMov

ID Turn Deg.

SatnAverage

Delay Level ofService

Prop. Queued

Effective Stop Rate

Aver. No.Cycles

AverageSpeed Total HV Vehicles Distance

veh/h % v/c sec veh m km/hNorthEast: Leeds Parade8 T1 318 8.0 0.173 0.0 LOS A 0.0 0.0 0.00 0.00 0.00 79.99 R2 23 1.0 0.028 9.3 LOS A 0.1 0.7 0.49 0.70 0.49 50.6Approach 341 7.5 0.173 0.6 NA 0.1 0.7 0.03 0.05 0.03 76.8

NorthWest: Proposed Road10 L2 23 1.0 0.029 6.9 LOS A 0.1 0.7 0.46 0.64 0.46 50.312 R2 35 1.0 0.110 14.9 LOS B 0.4 2.7 0.73 0.88 0.73 45.7Approach 58 1.0 0.110 11.7 LOS A 0.4 2.7 0.62 0.78 0.62 47.4

SouthWest: Leeds Parade1 L2 35 1.0 0.019 7.0 LOS A 0.0 0.0 0.00 0.63 0.00 64.42 T1 457 8.0 0.246 0.0 LOS A 0.0 0.0 0.00 0.00 0.00 79.9Approach 492 7.5 0.246 0.5 NA 0.0 0.0 0.00 0.04 0.00 78.4

All Vehicles 891 7.1 0.246 1.3 NA 0.4 2.7 0.05 0.09 0.05 74.4

Site Level of Service (LOS) Method: Delay (RTA NSW). Site LOS Method is specified in the Parameter Settings dialog (Site tab).Vehicle movement LOS values are based on average delay per movement.Minor Road Approach LOS values are based on average delay for all vehicle movements.NA: Intersection LOS and Major Road Approach LOS values are Not Applicable for two-way sign control since the average delayis not a good LOS measure due to zero delays associated with major road movements.SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D).HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.

SIDRA INTERSECTION 8.0 | Copyright © 2000-2019 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TTPP - THE TRANSPORT PLANNING PARTNERSHIP | Processed: Monday, 19 August 2019 3:41:46 PMProject: X:\18161 185 Leeds Road, Orange NSW Jasbe Petroleum\07 Modelling Files\18161-Proposed Northern Distributor Access-190814.sip8

MOVEMENT SUMMARYSite: 101 [2028 AM Peak - Northern Distributor Rd-Site Access]

Year 2028 plus Development TrafficAM PeakSite Category: (None)Giveway / Yield (Two-Way)


ID Turn Deg.

SatnAverage


Prop. Queued

Effective Stop Rate

Aver. No.Cycles


veh/h % v/c sec veh m km/hSouth: Site Access1 L2 106 1.0 0.058 5.6 LOS A 0.0 0.0 0.00 0.53 0.00 54.9Approach 106 1.0 0.058 5.6 NA 0.0 0.0 0.00 0.53 0.00 54.9

East: Northern Distributor Rd - E4 L2 106 1.0 0.058 5.6 LOS A 0.0 0.0 0.00 0.53 0.00 54.95 T1 557 8.0 0.300 0.0 LOS A 0.0 0.0 0.00 0.00 0.00 59.9Approach 663 6.9 0.300 0.9 NA 0.0 0.0 0.00 0.08 0.00 59.0

West: Northern Distributor Rd - W11 T1 821 8.0 0.443 0.1 LOS A 0.0 0.0 0.00 0.00 0.00 59.9Approach 821 8.0 0.443 0.1 NA 0.0 0.0 0.00 0.00 0.00 59.9

All Vehicles 1591 7.1 0.443 0.8 NA 0.0 0.0 0.00 0.07 0.00 59.2



MOVEMENT SUMMARYSite: 101 [2028 PM Leeds Parade]

Site Category: -Giveway / Yield (Two-Way)


ID Turn Deg.

SatnAverage


Prop. Queued

Effective Stop Rate

Aver. No.Cycles


veh/h % v/c sec veh m km/hNorthEast: Leeds Parade8 T1 478 8.0 0.260 0.0 LOS A 0.0 0.0 0.00 0.00 0.00 79.99 R2 37 1.0 0.035 8.1 LOS A 0.1 1.0 0.38 0.64 0.38 51.4Approach 515 7.5 0.260 0.6 NA 0.1 1.0 0.03 0.05 0.03 76.7

NorthWest: Proposed Road10 L2 37 1.0 0.037 5.8 LOS A 0.1 0.9 0.35 0.57 0.35 51.012 R2 24 1.0 0.076 14.5 LOS A 0.3 1.8 0.72 0.87 0.72 46.0Approach 61 1.0 0.076 9.2 LOS A 0.3 1.8 0.50 0.69 0.50 48.8

SouthWest: Leeds Parade1 L2 24 1.0 0.013 7.0 LOS A 0.0 0.0 0.00 0.63 0.00 64.42 T1 276 8.0 0.149 0.0 LOS A 0.0 0.0 0.00 0.00 0.00 79.9Approach 300 7.4 0.149 0.6 NA 0.0 0.0 0.00 0.05 0.00 78.3

All Vehicles 876 7.0 0.260 1.2 NA 0.3 1.8 0.05 0.09 0.05 74.0



MOVEMENT SUMMARYSite: 101 [2028 PM Peak - Northern Distributor Rd-Site Access]

Year 2028 plus Development TrafficPM PeakSite Category: (None)Giveway / Yield (Two-Way)


ID Turn Deg.

SatnAverage


Prop. Queued

Effective Stop Rate

Aver. No.Cycles


veh/h % v/c sec veh m km/hSouth: Site Access1 L2 113 1.0 0.061 5.6 LOS A 0.0 0.0 0.00 0.53 0.00 54.9Approach 113 1.0 0.061 5.6 NA 0.0 0.0 0.00 0.53 0.00 54.9

East: Northern Distributor Rd - E4 L2 113 1.0 0.061 5.6 LOS A 0.0 0.0 0.00 0.53 0.00 54.95 T1 728 8.0 0.393 0.1 LOS A 0.0 0.0 0.00 0.00 0.00 59.9Approach 841 7.1 0.393 0.8 NA 0.0 0.0 0.00 0.07 0.00 59.2

West: Northern Distributor Rd - W11 T1 727 8.0 0.392 0.1 LOS A 0.0 0.0 0.00 0.00 0.00 59.9Approach 727 8.0 0.392 0.1 NA 0.0 0.0 0.00 0.00 0.00 59.9

All Vehicles 1681 7.1 0.393 0.8 NA 0.0 0.0 0.00 0.07 0.00 59.2



The Transport Planning Partnership

Suite 402 Level 4, 22 Atchison Street

St Leonards NSW 2065

P.O. Box 237

St Leonards NSW 1590

02 8437 7800

[email protected]

www.ttpp.net.au

mailto:[email protected]

http://www.ttpp.net.au/

185 leeds parade, orange · 4.1 car parking ... 4.4 delivery and servicing ... food outlet, and...

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