Prepared by: GTA Consultants (NSW) Pty Ltd for Woolworths Group

on 5/07/19

Reference: N171710

Issue #: A

Woolworths SRDC 69 Sargents Road, Minchinbury

Transport Impact Assessment

© GTA Consultants (NSW) Pty Ltd [ABN 31 131 369 376] 2019

The information contained in this document is confidential and

intended solely for the use of the client for the purpose for which it

has been prepared and no representation is made or is to be implied

as being made to any third party. Use or copying of this document in

whole or in part without the written permission of GTA Consultants

constitutes an infringement of copyright. The intellectual property

contained in this document remains the property of GTA Consultants.

GT

A R

ep

ort

(N

SW

)

Melbourne | Sydney | Brisbane

Adelaide | Perth

Woolworths SRDC 69 Sargents Road, Minchinbury

Transport Impact Assessment

Client: Woolworths Group

on 5/07/19

Reference: N171710

Issue #: A

Quality Record

Issue Date Description Prepared By Checked By Approved By Signed

A 05/07/19 Final Eric Ye Dora Choi Dora Choi

N171710 // 5/07/19 Transport Impact Assessment // Issue: A Woolworths SRDC, 69 Sargents Road, Minchinbury

CONTENTS 1. Introduction 1

1.1. Background 2

1.2. Purpose of this Report 2

1.3. References 2

2. Existing Conditions 4

2.1. Location 5

2.2. Transport Network 6

2.3. Traffic Volumes 8

2.4. Intersection Operation 8

2.5. Car Parking 9

2.6. Public Transport 10

2.7. Walking and Cycling Infrastructure 11

3. Development Proposal 12

3.1. Proposal 13

3.2. Vehicle Access 14

3.3. Car Parking 14

3.4. Pedestrian Facilities 14

3.5. Loading Facilities 15

4. Transport Impact Assessment 16

4.1. Traffic Generation 17

4.2. Distribution and Assignment 18

4.3. Traffic Impact 20

5. Car Parking Assessment 21

5.1. Overview 22

5.2. Provision 22

5.3. Accessible Parking 23

5.4. Car Parking Layout Review 23

6. Conclusion 25

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Appendices

A. Survey Results

B. SIDRA Movement Summaries

C. Swept Paths

Figures

Figure 2.1: Subject site and its environs 5

Figure 2.2: Land Zoning Map 6

Figure 2.3: Carlisle Avenue (looking north) 7

Figure 2.4: Carlisle Avenue (looking south) 7

Figure 2.5: Sargents Road (looking north) 7

Figure 2.6: Sargents Road (looking south) 7

Figure 2.7: Existing AM (PM) peak hour traffic volumes 8

Figure 2.8: Surrounding public transport network 11

Figure 3.1: Proposed floor plan 13

Figure 3.2: Existing signalised pedestrian crossing 14

Figure 4.2: Existing AM (PM) peak hour traffic volumes 19

Figure 4.3: AM (PM) peak hour site future traffic volumes 19

Tables

Table 2.1: SIDRA Intersection level of service criteria 9

Table 2.2: Existing operating conditions 9

Table 2.3: Public transport provision 10

Table 4.2: Existing and future operating conditions 20

INTRODUCTION

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1. INTRODUCTION

01

INTRODUCTION

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1.1. Background

It is understood that a development application is to be lodged with Blacktown City Council (Council) for the proposed

modifications of the existing Woolworths Sydney Refrigerated Distribution Centre (SRDC) at 69 Sargents Road,

Minchinbury. The proposed development incorporates the following changes.

• Creation of new internal slip lane to provide separate entry for light vehicles and trucks

• Relocation of the site’s truck access control and gatehouse

• Relocation of pedestrian entry and pedestrian traffic signal system within the site’s internal road network

• Expansion and consolidation of existing car parks to a single car park which will provide a total of 718 car parking

spaces, inclusive of 12 accessible spaces

• Relocation and reconfiguration of B-Double and semi-trailer truck parking on the west of the site

• Other internal works to relocate truck wash, workshop, maintenance sheds, and weighbridge

• Other landscaping and pavement works.

GTA Consultants (GTA) was commissioned by Woolworths Group in April 2019 to undertake a transport impact

assessment for the proposed development.

1.2. Purpose of this Report

This report sets out an assessment of the anticipated transport implications of the proposed development, including

consideration of the following:

• existing traffic and parking conditions surrounding the site

• suitability of the proposed parking in terms of supply (quantum) and layout

• the traffic generating characteristics of the proposed development

• suitability of the proposed access arrangements for the site

• the transport impact of the development proposal on the surrounding road network.

1.3. References

In preparing this report, reference has been made to the following:

• an inspection of the site and its surrounds

• Blacktown City Council Development Control Plan (DCP) 2015

• Blacktown Local Environmental Plan (LEP) 2015

• Australian Standard/ New Zealand Standard, Parking Facilities, Part 1: Off -Street Car Parking AS/NZS

2890.1:2004

• Australian Standard, Parking Facilities, Part 2: Off-Street Commercial Vehicle Facilities AS 2890.2:2018

• Australian Standard / New Zealand Standard, Parking Facilities, Part 6: Off -Street Parking for People with

Disabilities AS/NZS 2890.6:2009

• Traffic surveys undertaken by Matrix on 30 May 2019 as referenced in the context of this report.

INTRODUCTION

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• Plans for the proposed development prepared by HLA Architects, Drawing Number 180511-DA-A011, Issue A,

Dated 28/06/2019

• Other documents and data as referenced in this report.

EXISTING CONDITIONS

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2. EXISTING CONDITIONS

02

EXISTING CONDITIONS

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2.1. Location

The subject site is located at 69 Sargents Road, Minchinbury. The site comprises approximately 21 hectares and has a

frontage of approximately 450 metres to Sargents Road. The site currently has a B5 Business Development land zoning

and is currently occupied by the Woolworths SRDC.

The surrounding land predominantly comprises industrial uses.

The location of the subject site and its surrounding environs is shown in Figure 2.1, while the LEP land zoning map is

shown in Figure 2.2.

Figure 2.1: Subject site and its environs

Base image source: HERE WeGo Maps (source: https://wego.here.com/, accessed 04/06/2019)

SRDC

EXISTING CONDITIONS

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Figure 2.2: Land Zoning Map

Base image source: Blacktown City Council LEP (source http://maps.blacktown.nsw.gov.au/, accessed 27 May 2019)

2.2. Transport Network

2.2.1. Road Hierarchy

Roads are classified according to the functions they perform. The main purpose of defining a road’s functional class is

to provide a basis for establishing the policies which guide the management of the road according to their intended

service or qualities.

In terms of functional road classification, State roads are strategically important as they form the primary network used

for the movement of people and goods between regions, and throughout the State. Roads and Maritime Services

(Roads and Maritime) responsible for funding, prioritising and carrying out works on State roads. State roads generally

include roads classified as freeways, state highways, and main roads under the Roads Act 1993, and the regulation to

manage the road system is stated in the Australian Road Rules, most recently amended on 19 March 2018.

Roads and Maritime defines four levels in a typical functional road hierarchy, ranking from high mobility and low

accessibility, to high accessibility and low mobility. These road classes are:

Arterial Roads – Controlled by Roads and Maritime, typically no limit in flow and designed to carry vehicles long

distance between regional centres.

Sub-Arterial Roads – Managed by either Council or Roads and Maritime under a joint agreement. Typically, their

operating capacity ranges between 10,000 and 20,000 vehicles per day, and their aim is to carry through traffic between

specific areas in a sub region or provide connectivity from arterial road routes (regional links).

Collector Roads – Provide connectivity between local sites and the sub-arterial road network, and typically carry

between 2,000 and 10,000 vehicles per day.

SRDC

EXISTING CONDITIONS

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Local Roads – Provide direct access to properties and the collector road system and typically carry between 500 an d

4,000 vehicles per day.

2.2.2. Surrounding Road Network

Carlisle Avenue

Carlisle Avenue is a State Road and runs north-south, to the west of the site It is a two-way road with 1 lane in each

direction, set within an approximately 9 metres wide carriageway.

No kerbside parking is permitted along Carlisle Avenue.

Carlisle Avenue is shown in Figure 2.3 and Figure 2.4.

Figure 2.3: Carlisle Avenue (looking north) Figure 2.4: Carlisle Avenue (looking south)

Sargents Road

Sargents Road is a Local Road which provides access to the site. It runs both north -south and east-west, joining at a

roundabout which forms the primary entry to the site. It is generally a two-way road with 1 lane in each direction and

limited kerbside parking. The carriageway is approximately 13 metres in width.

Figure 2.5: Sargents Road (looking north) Figure 2.6: Sargents Road (looking south)

EXISTING CONDITIONS

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2.2.3. Surrounding Intersections

The following key intersections currently exist near the site:

• Sargents Road roundabout (unsignalised).

2.3. Traffic Volumes

GTA commissioned traffic movement counts on at the site access on 30 May 2019 during the following peak periods:

• 7:00am and 9:00am

• 4:00pm and 6:00pm.

The AM and PM peak hours were found to occur from 7:45am to 8:45am and 5:00pm to 6:00pm respectively, with traffic

volumes summarised in Figure 2.7. Full survey results are contained in Appendix A.

Figure 2.7: Existing AM (PM) peak hour traffic volumes

2.4. Intersection Operation

The operation of the key intersections within the study area have been assessed using SIDRA INTERSECTION, a

computer-based modelling package which calculates intersection performance.

The commonly used measure of intersection performance, as defined by the Roads and Maritime, is vehicle delay.

SIDRA INTERSECTION determines the average delay that vehicles encounter and provides a measure of the level of

service.

Table 2.1 shows the criteria that SIDRA INTERSECTION adopts in assessing the level of service.

EXISTING CONDITIONS

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Table 2.1: SIDRA Intersection level of service criteria

Level of Service (LOS) Average Delay per vehicle

(secs/veh) Traffic Signals, Roundabout Give Way & Stop Sign

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 Near capacity Near capacity, 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 70 Extra capacity required Extreme delay, major treatment

required

Table 2.2 presents a summary of the existing operation of the Sargents Road roundabout, with full results presented in

Appendix B of this report.

Table 2.2: Existing operating conditions

Intersection Peak Degree of

Saturation (DOS) Average Delay

(sec) 95th Percentile

Queue (m) Level of Service

(LOS)

Sargents Road Roundabout

AM 0.235 5.0 5.1 LOS A

PM 0.281 6.2 5.5 LOS A

Car Park Exit AM 0.101 0.2 0.1 LOS A

PM 0.148 0.5 0.4 LOS A

As illustrated in Table 2.2, Sargents Road roundabout and the car park exit currently operate well with minimal queues

and delays on all approaches for both the AM and PM peak periods.

2.5. Car Parking

Existing car parking in the SRDC is comprised of two car parks, being a larger car park (car park 1) in the north-west

corner of the site, and a smaller car park (car park 2) with adjacent overflow parkin g located south of the larger car

park.

The existing parking provided on site comprises:

• Car park 1: 440 spaces (inclusive of 8 accessible spaces)

• Car park 2: 60 spaces (inclusive of 0 accessible spaces)

• Car park 2 overflow: 80 spaces (approximate only).

Truck parking is also present throughout the site in the form of a mixture of angled bays, 90-degree bays, and loading

docks.

Access and egress to/from the car parks are secured via boom gates.

EXISTING CONDITIONS

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Base image source: NearMaps (accessed 23 April 2019)

2.6. Public Transport

Public transport is very limited within the vicinity of the site, with bus services as the only form of public transit .

A review of the public transport available near the site is summar ised in Table 2.3 and shown indicatively in Figure 2.8.

Table 2.3: Public transport provision

Service Route number Route

description Location of

stop Distance to nearest stop Frequency on/ off-peak

Bus 729

Mount Druitt to

Blacktown via

Minchinbury

Sargents Road

300m (bus heading

eastbound)

350m (bus heading

westbound)

Mon-Fri: 15 mins/ 30 mins

Sat: 30mins / 60 mins

Sun: 60 mins

SRDC

Car park 1

Car park 2

EXISTING CONDITIONS

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Figure 2.8: Surrounding public transport network

Base image source: Transport for NSW, (source: https://www.busways.com.au/sites/default/files/network-maps/2019-03-11/Western-Sydney-Network-Map_0.pdf, accessed

27 May 2019)

2.7. Walking and Cycling Infrastructure

Pedestrian paths are located on the northern side of Sargents Road (running east-west) and the eastern side of

Sargents Road (running north-south).

No marked pedestrian crossings are present in the vicinity of the site. Refuges in the splitter islands of the Sargents

Road roundabout provide a crossing facility along the north and south-western approaches.

The level of pedestrian infrastructure in the area is typical of the surrounding land uses which predominantly experience

significant car and heavy truck traffic, with little pedestrian movement external to sites.

No dedicated cycling infrastructure is provided within the vicinity of the site. No cycleways or shared paths are present,

however, wide roads provide access for cyclists.

SRDC

DEVELOPMENT PROPOSAL

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3. DEVELOPMENT PROPOSAL

03

DEVELOPMENT PROPOSAL

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3.1. Proposal

The proposal includes the following modifications to the existing SRDC:

• Creation of new internal slip lane to provide separate entry for light vehicles and trucks

• Relocation of access control and gatehouse

• Relocation of pedestrian entry and pedestrian traffic signal system

• Expansion and consolidation of existing car parks to a single car park which will provide 718 car parking spaces,

inclusive of 12 accessible spaces

• Relocation and reconfiguration of B-Double and semi-trailer truck parking on the west of the site

• Other internal works to relocate truck wash, workshop, maintenance sheds, and weighbridge

• Other landscaping and pavement works.

The proposed floor plan is shown in Figure 3.1.

Figure 3.1: Proposed floor plan

Source: HLA Architects, Drawing Number 180511-DA-A011, Issue A, Dated 28/06/2019

DEVELOPMENT PROPOSAL

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3.2. Vehicle Access

The existing site access from the Sargents Road roundabout is to remain unchanged. The car park exit onto Sargents

Road (westbound) is also to remain unchanged.

Within the site, a slip lane will be constructed, diverting light vehicle traffic into the expanded car park. The existing car

park (car park 2) within the truck parking area will be relocated and consolidated with in the expanded car park, hence

separating light vehicle traffic from truck traffic and enhancing safety. The existing car park entry will be retained,

however, with boom gates closed to provide contingency for additional ingress/egress capacity if required.

3.3. Car Parking

The proposed development will provide a total of 718 car parking spaces.

Currently there are 500 marked spaces on site with an approximate 80 unmarked overflow spaces.

Therefore, the proposal presents 138 additional car parking spaces, for the exclusive use of staff and visitors of the

SRDC facility.

3.4. Pedestrian Facilities

As part of the proposal, the existing signalised pedestrian crossing and boom gate at the interface between the car park

and reception building will be removed.

A similar signalised pedestrian crossing & boom gate will be installed to the east of the existing reception where there is

currently a marked unsignalised pedestrian crossing. This is to ensure pedestrian safety and amenity and provide

increased visibility between pedestrian and truck movements.

For reference, the existing signalised pedestrian crossing is depicted in Figure 3.2.

Figure 3.2: Existing signalised pedestrian crossing

DEVELOPMENT PROPOSAL

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Furthermore, the consolidation of car parking ensures that pedestrian movements will also be channelised and will

improve safety through the reduction in the variety of pedestrian movements that is currently observed on-site.

3.5. Loading Facilities

No major changes are proposed to the loading facilities within the distribution centre compound. The primary changes

proposed in relation to trucks and truck movement is the proposed formalised parking and access arrangement.

The gatehouse will be reconstructed further to the north, ensuring full access control to the entire site. This access point

will allow for two lanes of entry and one lane of exit. This work is considered necessary due to occurrence of

unauthorised truck access and parking within the subject site.

Following entry, the B-Double and semi-trailer parking is proposed to be reconfigured to achieve a more efficient and

safer layout. A minor increase in parking capacity in this section is provided, however no increase in truck traffic activity

is proposed.

The truck entry to the distribution centre compound will be through an east -west link immediately south of the truck

parking. A new weighbridge will be installed on the exit lane.

The existing truck wash, truck maintenance area, and Toll prime mover area will be reconstructed south of the entry/exit

link.

It should be noted that the new truck entry facilitates truck entry into the inner compound significantly further away from

the primary pedestrian movements. This enables greater separation from the major pedestrian link and provides

increased sight distance.

TRANSPORT IMPACT ASSESSMENT

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4. TRANSPORT IMPACT

ASSESSMENT

04

TRANSPORT IMPACT ASSESSMENT

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4.1. Traffic Generation

4.1.1. Generation Rates

Traffic generation for the development is calculated based on a first principles approach, using the existing and future

car parking provision, and truck access/egress data. This provides a more accurate representation of the traffic activity

generated by the site.

4.1.2. Truck Traffic

The development does not propose any increase in truck activity. For reference, historical data collected by Woolworths

Group during an average week (18/02/19-24/02/19) and during a peak week (18/12/18-24/12/18) is summarised in

Figure 4.1 below in the form of a 24hr traffic profile. For conservativeness, the 5-day (weekday) average is used,

excluding the effects of lower traffic volumes during weekends.

Entry volumes are illustrated in red, exit volumes in blue. Solid lines indicate the results of the peak week and the

dashed lines indicate the results of an average week.

Figure 4.1: Truck Entry and Exit Volumes

As illustrated, truck volumes are generally consistent throughout the course of a day, varying between 20 and 50

movements/hour typically with peak volumes of up to 70 truck movements/hour.

The data indicates an average hourly volume of 38 trucks in and 38 trucks out during a typical peak week and 29 trucks

in and 29 trucks out during a typical average week.

4.1.3. Light Vehicle Traffic Generation

The forecast increase in light vehicle traffic volumes is derived from the relative increase in parking spaces. The

existing inbound and outbound light vehicle volumes as observed in the survey data (refer to Section 2.3) is

summarised in Table 4.1. This is inclusive of the vehicle movements at the Sargents Road roundabout and the car park

exit onto Sargents Road.

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TimePeak Entry Peak Exit Average Entry Average Exit

TRANSPORT IMPACT ASSESSMENT

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With 138 additional parking spaces1 (a 24% increase), this correlates to the following additional light vehicle trips,

summarised in Table 4.1. Values have been rounded up to the nearest whole number.

Moreover, the existing parking space count only considers the existing marked parking and an estimate of the on-site

overflow parking. Parking demand for the employees who currently park on street is not included in the calculation,

hence resulting in a more conservative (i.e. higher) traffic generation.

Table 4.1: Existing and future light vehicle volumes

Existing Future Net increase

AM Peak Inbound 69 86 17

AM Peak Outbound 19 24 5

PM Peak Inbound 30 38 8

PM Peak Outbound 74 92 18

4.2. Distribution and Assignment

The directional distribution and assignment of traffic generated by the proposed development will be influenced by

several factors, including the:

• configuration of the arterial road network in the immediate vicinity of the site

• existing operation of intersections providing access between the local and arterial road network

• distribution of households in the vicinity of the site

• likely distribution of employee’s residences in relation to the site

• configuration of access points to the site.

As the proposal is not anticipated to alter any of the above factors, it may be assumed that the future traffic distribution

will be proportioned similar to the existing scenario. Hence, the proportion of turning movements from the survey data is

used to inform the future traffic distribution. Additionally, the following is assumed:

• Inbound movements arrive from Sargents Road (north) and Sargents Road (east), distributed in a manner similar

to that reflected in the survey results

• Outbound movements all exit from the car park exit and then either proceed northwards up Sargents Road (north)

or perform a u-turn to proceed eastwards along Sargents Road (east), distributed in a manner similar to that

indicated by the survey results

• Existing outbound light vehicle movements at the site entry are redistributed to the car park exit due to

consolidation of the two existing car parks to a single car park.

Based on the above assumptions and the additional traffic generation outlined in Section 4.1, the future net increase in

traffic resulting from the proposed development is summarised in Figure 4.2.

1 Refer to Section 3.3, the unmarked overflow parking is included in the existing count

TRANSPORT IMPACT ASSESSMENT

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Figure 4.2: Existing AM (PM) peak hour traffic volumes2

Figure 4.3: AM (PM) peak hour site future traffic volumes

2 Replicated from Figure 2.7

TRANSPORT IMPACT ASSESSMENT

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4.3. Traffic Impact

To assess the influence of the additional traffic, traffic modelling has been conducted in SIDRA INTERSECTION. The

additional traffic has been incorporated under the assumptions and calculations described in Sections 4.1 and 4.2.

A comparison of the SIDRA results is summarised in Table 4.2.

Table 4.2: Existing and future operating conditions

Intersection Peak Degree of

Saturation (DOS) Average Delay

(sec) Average Queue

(m) Level of Service

(LOS)

Sargents Road Roundabout (existing)

AM 0.235 5.0 5.1 LOS A

PM 0.281 6.2 5.5 LOS A

Sargents Road Roundabout (future)

AM 0.235 5.1 5.1 LOS A

PM 0.319 6.3 6.4 LOS A

Car Park Exit (existing) AM 0.101 0.2 0.1 LOS A

PM 0.148 0.5 0.4 LOS A

Car Park Exit (future) AM 0.101 0.4 0.2 LOS A

PM 0.148 0.8 0.7 LOS A

Based on the above assessment, both the Sargents Road roundabout and car park exit currently operate well with

minimal queues and delays on all approaches.

Accordingly, the increase in car parking provision and associated traffic generation increase (which has been calculated

conservatively) result in minimal impact to the intersections in the vicinity of the site, as reflected in the modelling

results. Very minor increases are observed in the degree of saturation, average delay, and queuing. Both intersections

continue to present a Level of Service A.

CAR PARKING ASSESSMENT

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5. CAR PARKING ASSESSMENT

05

CAR PARKING ASSESSMENT

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5.1. Overview

Due to the land use of this development, the most appropriate method to determine parking requirements and the

sufficiency of the proposed car parking is via a first principles approach based on staff shift times and cumulative staff

numbers during the peak staff turnover period(s). This provides a more robust approach which considers the parking

demand as a function of time of day and the nature of employee shift times.

5.2. Provision

Currently 580 (500 marked, approx. 80 unmarked) car spaces are provided on site. This is proposed to increase to 718.

The proposed car park layout is largely the same as existing, a result of expanding the extents of the current car park

and following the general functional layout.

The following staff numbers and shift times have been provided by Woolworths and are summarised in Table 5.1.

Table 5.1: Staff Volumes and Shift Times

Staff Shift Number of

Employees Shift Start Shift End

TCBSPM

Day 120 5:00 13:30

Afternoon 100 13:30 21:30

Night 70 21:00 5:00

AMB Day 150 5:00 15:30

Afternoon 150 15:00 1:30

Transport Day 80 5:00 17:00

Night 80 17:00 5:00

Supports

Day 100 8:00 16:00

Afternoon 20 16:00 0:00

Night 20 0:00 8:00

It is anticipated that the peak parking demand will occur during the changeover periods where a proportion of staff will

be parked in the car park whilst the subsequent shift arrives. For a robust analysis, the following assumptions are made

to provide a conservative assessment:

• All staff drive

• Average occupancy level is 1.0 (i.e. all single-vehicle trips)

• Incoming staff vehicles arrive as early as 30 minutes before the commencement of their shift

• Staff vehicles remain in the car park up to 30 minutes after the conclusion of their shift .

Incorporating the staff volumes and shift times and the assumptions above, Figure 5.1 is derived, representing the car

park accumulation throughout a 24-hour period.

CAR PARKING ASSESSMENT

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Figure 5.1 Car Park Accumulation over a 24-hour period

Based on these assumptions, the number of vehicles in the car park is forecasted to range between 170 and 600

vehicles. This represents occupancy rates of between 24%-84%, thus falling within the practical capacity of the

proposed car parking provision. The average occupancy is 394.1 vehicles, representing a 55% occupancy rate.

Based on the above analysis, the proposed provision of 718 spaces sufficiency caters to the peak parking demands

arising in the development.

5.3. Accessible Parking

The Building Code of Australia (BCA) requires, for a Class 8 building 3:

“1 space for every 100 carparking spaces or part thereof”

Based on the proposed car parking provision of 718 spaces, 8 accessible spaces (rounded up) are required based on

the BCA.

The distribution centre will provide 12 accessible spaces, meeting the requirements of the BCA.

5.4. Car Parking Layout Review

5.4.1. Car Parking Layout

The car park layout has been reviewed against the requirements of the Australian Standard for:

• Off-street car parking (AS/NZS2890.1:2004)

• Off-street commercial vehicle facilities (AS2890.2:2018)

• Off-street parking for people with disabilities (AS/NZS2890.6:2009).

This assessment included a review of the following:

• bay and aisle width

• adjacent structures

3 “a laboratory, or a building in which a handicraft or process for the production, assembling, altering, repairing, packing, f inishing, or cleaning of

goods or produce is carried on for trade, sale, or gain.”

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1:0

0

1:3

0

2:0

0

2:3

0

3:0

0

3:3

0

4:0

0

4:3

0

5:0

0

5:3

0

6:0

0

6:3

0

7:0

0

7:3

0

8:0

0

8:3

0

9:0

0

9:3

0

10:0

0

10:3

0

11:0

0

11:3

0

12:0

0

12:3

0

13:0

0

13:3

0

14:0

0

14:3

0

15:0

0

15:3

0

16:0

0

16:3

0

17:0

0

17:3

0

18:0

0

18:3

0

19:0

0

19:3

0

20:0

0

20:3

0

21:0

0

21:3

0

22:0

0

22:3

0

23:0

0

23:3

0

Nu

mjb

er o

f C

ars

Time

600

170

CAR PARKING ASSESSMENT

N171710 // 05/07/19 Transport Impact Assessment // Issue: A Woolworths SRDC, 69 Sargents Road, Minchinbury 24

• turnaround facilities

• circulation roads and ramps

• ramp grades

• height clearances

• internal queuing

• pick-up / set-down area

• parking for persons with disabilities

• motorcycle / motor scooter parking.

Details of this review are provided in the swept path assessment in Appendix C.

5.4.2. Queue

A review of the staff numbers and shift times in Table 5.1 and the assumptions outlined in Section 5.2 indicates the

peak entry flow to be 350 veh/h and the peak exit flow to be 150 veh/h, which is accommodated by the proposed dual

boom gate entry and single boom gate exit.

CONCLUSION

N171710 // 05/07/19 Transport Impact Assessment // Issue: A Woolworths SRDC, 69 Sargents Road, Minchinbury 25

6. CONCLUSION

06

CONCLUSION

N171710 // 05/07/19 Transport Impact Assessment // Issue: A Woolworths SRDC, 69 Sargents Road, Minchinbury 26

Based on the analysis and discussions presented within this report, the following conclusions are made:

1. The parking provision for the proposed development has been calculated on a first principles approach, based on

staff numbers and shift times. This is considered a robust approach and reflective of the nature of parking within

the development.

2. The proposed car parking supply of 718 spaces is sufficient in meeting the forecast peak parking demand of 600

vehicles, which represents an 84% occupancy level

3. The proposed parking layout is consistent with the relevant Australian Standards, that is

o Off-street car parking (AS/NZS2890.1:2004)

o Off-street commercial vehicle facilities (AS2890.2:2018)

o Off-street parking for people with disabilities (AS/NZS2890.6:2009).

4. Swept path assessment with vehicles up to a 25m articulated vehicle (semi-trailer) and 26m B-Double has been

undertaken demonstrating the suitability of the proposed layout

5. The site is expected to generate up to an additional 22 and 36 light vehicle movements in the AM and PM peak

hours, respectively.

6. No increase in truck movements is anticipated as no increase in truck activity is proposed

7. There is adequate capacity in the surrounding road network to cater for the traffic generated by the proposed

development. Both the Sargents Road roundabout and car park exit continue to present a Level of Service A.

APPENDIX: SURVEY RESULTS

N171710 // 5/07/19 Transport Impact Assessment // Issue: A Woolworths SRDC, 69 Sargents Road, Minchinbury A-1

A. SURVEY RESULTS

A

Job No. : N5051Client : GTASuburb : MinchinburyLocation : 1. Sargents Rd / Woolworth Distribution Centre

Day/Date : Thur, 30th May 2019Weather : FineDescription : Classified Intersection Count

: Intersection Diagram

Hour Starting Vehicle TypeTotal Total

Northbd Southbd

158 Selected 8 85 491 58444% Hour & Vehicle Type 1% 15% 84% 76%

85 (Vol) 4 53 307 36424% ( % ) 1% 15% 84% 47%

290 (Vol) 1 21 108 13044% ( % ) 1% 16% 83% 23%

320 123 507 Total9U 8 7 51% 27% 80% Eastbd

(Vol) (Vol)AM Peak to ( % ) ( % )

PM Peak to 6U 11 10 1311% 4% 7%

6 77 265 14374% 93% 80%

4 16 9 2215% 3% 12%

2 3 3U 104 284 178 Total31% 49% 53% Westbd

7 4 2 1 (Vol) 709% 57% 29% 14% ( % ) 37%

29 24 5 0 (Vol) 3022% 83% 17% 0% ( % ) 21%

11 7 3 1 10815% 64% 27% 9% 57%

Total TotalNorthbd Southbd

Sarg

ents

Rd

AM Peak

PM Peak

Woolworth Distribution Centre

PM Peak

7:45

17:00

Sargents Rd

AM Peak

PM Peak

AM Peak

8:45

18:00

N

Job No. : N5051Client : GTASuburb : MinchinburyLocation : 1. Sargents Rd / Woolworth Distribution Centre

Day/Date : Thur, 30th May 2019Weather : FineDescription : Classified Intersection Count

: Intersection Diagram

Hour Starting Vehicle TypeTotal Total

Northbd Southbd

201 Selected 2 69 116 18756% Hour & Vehicle Type 1% 37% 62% 24%

103 (Vol) 1 42 57 10029% ( % ) 1% 42% 57% 13%

71 (Vol) 0 43 124 16711% ( % ) 0% 26% 74% 30%

61 145 123 Total9U 8 7 10% 32% 20% Eastbd

(Vol) (Vol)AM Peak to ( % ) ( % )

PM Peak to 6U 4 18 55% 32% 3%

6 70 38 13786% 68% 88%

4 7 0 139% 0% 8%

2 3 3U 81 56 155 Total24% 10% 47% Westbd

32 32 0 0 (Vol) 4943% 100% 0% 0% ( % ) 26%

36 33 3 0 (Vol) 4328% 92% 8% 0% ( % ) 30%

64 62 2 0 8285% 97% 3% 0% 43%

Total TotalNorthbd Southbd

Sarg

ents

Rd

AM Peak

PM Peak

Woolworth Distribution Centre

PM Peak

7:45

17:00

Sargents Rd

AM Peak

PM Peak

AM Peak

8:45

18:00

N

Client GTA

Location Woolworth Distribution Centre Car Park

Date Thursday, 30th May 2019

Survey Time 07:00 – 09:00 & 16:00 – 18:00

Description Classified Intersection Count

Lights Heavies Lights Heavies Lights Heavies Lights Heavies Lights Heavies

7:00 to 7:15 0 0 0 0 0 0 8 0 8 0 0 0 4 0 4

7:15 to 7:30 0 0 0 0 0 0 2 0 2 0 0 0 0 0 0

7:30 to 7:45 0 0 0 0 0 0 3 0 3 0 0 0 1 0 1

7:45 to 8:00 0 0 0 0 0 0 2 0 2 0 0 0 0 0 0

8:00 to 8:15 0 0 0 0 0 0 9 0 9 0 0 0 12 0 12

8:15 to 8:30 0 0 0 0 0 0 14 0 14 0 0 0 1 0 1

8:30 to 8:45 0 0 0 0 0 0 20 0 20 0 0 0 0 0 0

8:45 to 9:00 0 0 0 0 0 0 8 0 8 0 0 0 0 0 0

0 0 0 0 0 0 66 0 66 0 0 0 18 0 18

16:00 to 16:15 0 0 0 0 0 0 3 0 3 0 0 0 5 0 5

16:15 to 16:30 0 0 0 1 0 1 4 0 4 0 0 0 3 0 3

16:30 to 16:45 0 0 0 0 0 0 6 0 6 0 0 0 4 0 4

16:45 to 17:00 0 0 0 0 0 0 4 0 4 0 0 0 11 0 11

17:00 to 17:15 2 0 2 0 0 0 9 0 9 0 0 0 9 0 9

17:15 to 17:30 1 0 1 0 0 0 9 0 9 0 0 0 1 0 1

17:30 to 17:45 1 0 1 0 0 0 5 0 5 0 0 0 27 0 27

17:45 to 18:00 0 0 0 0 0 0 4 0 4 0 0 0 8 0 8

4 0 4 1 0 1 44 0 44 0 0 0 68 0 68

Lights Heavies Lights Heavies Lights Heavies Lights Heavies Lights Heavies

7:00 to 8:00 0 0 0 0 0 0 15 0 15 0 0 0 5 0 5 20

7:15 to 8:15 0 0 0 0 0 0 16 0 16 0 0 0 13 0 13 29

7:30 to 8:30 0 0 0 0 0 0 28 0 28 0 0 0 14 0 14 42

7:45 to 8:45 0 0 0 0 0 0 45 0 45 0 0 0 13 0 13 58

8:00 to 9:00 0 0 0 0 0 0 51 0 51 0 0 0 13 0 13 64

0 0 0 0 0 0 66 0 66 0 0 0 18 0 18 84

16:00 to 17:00 0 0 0 1 0 1 17 0 17 0 0 0 23 0 23 41

16:15 to 17:15 2 0 2 1 0 1 23 0 23 0 0 0 27 0 27 53

16:30 to 17:30 3 0 3 0 0 0 28 0 28 0 0 0 25 0 25 56

16:45 to 17:45 4 0 4 0 0 0 27 0 27 0 0 0 48 0 48 79

17:00 to 18:00 4 0 4 0 0 0 27 0 27 0 0 0 45 0 45 76

4 0 4 1 0 1 44 0 44 0 0 0 68 0 68 117

Lights Heavies Lights Heavies Lights Heavies Lights Heavies Lights Heavies

AM 8:00 to 9:00 0 0 0 0 0 0 51 0 51 0 0 0 13 0 13 64

PM 16:45 to 17:45 4 0 4 0 0 0 27 0 27 0 0 0 48 0 48 79

PM Total

[Peak Hr Summary]

ApproachWoolworth Distribution Centre Car Park

Grand Total

Left OutTotal

Left Out(to Sargents Rd) Total

Time Period

Left InTotal

Right OutTotal

ApproachWoolworth Distribution Centre Car Park

Grand Total

Left OutTotal

Left Out(to Sargents Rd) Total

Time Period

Left InTotal

Right OutTotal

AM Total

AM Total

[15mins interval]

ApproachWoolworth Distribution Centre Car Park

Left OutTotal

Left Out(to Sargents Rd) Total

Time Period

Left InTotal

Right OutTotal

PM Total

[Hourly Summary]

Right InTotal

Right InTotal

Right InTotal

APPENDIX: SIDRA MOVEMENT

SUMMARIES

N171710 // 5/07/19 Transport Impact Assessment // Issue: A Woolworths SRDC, 69 Sargents Road, Minchinbury B-1

B. SIDRA MOVEMENT SUMMARIES

B

MOVEMENT SUMMARYSite: 101 [Sargents Road / Site Entrance Roundabout AM

PEAK]Network: N101 [AM PEAK]

THU 30.05.2019AM PEAK0745-0845Site Category: (None)Roundabout

Movement Performance - VehiclesDemand Flows Arrival Flows Aver. Back of

QueueMovID

Turn Deg.Satn

AverageDelay

Level ofService

Prop. Queued

Effective Stop Rate

Aver. No.

Cycles

Average

Speed Total HV Total HV Vehicles Distanceveh/h % veh/h % v/c sec veh m km/h

East: Sargents Road (East)

4a L1 24 30.4 24 30.4 0.188 3.6 LOS A 0.4 3.8 0.33 0.57 0.33 43.1

6 R2 155 47.6 155 47.6 0.188 8.5 LOS A 0.4 3.8 0.33 0.57 0.33 40.0

6u U 16 26.7 16 26.7 0.188 10.0 LOS A 0.4 3.8 0.33 0.57 0.33 29.8

Approach 195 43.8 195 43.8 0.188 8.0 LOS A 0.4 3.8 0.33 0.57 0.33 39.9

North: Sargents Road (North)

7 L2 383 15.7 383 15.7 0.235 3.0 LOS A 0.6 5.1 0.12 0.38 0.12 43.7

9a R1 100 44.2 100 44.2 0.076 6.8 LOS A 0.2 1.6 0.12 0.53 0.12 44.8

9u U 5 20.0 5 20.0 0.076 9.3 LOS A 0.2 1.6 0.12 0.53 0.12 45.6

Approach 488 21.6 488 21.6 0.235 3.9 LOS A 0.6 5.1 0.12 0.41 0.12 44.1

SouthWest: Site Entrance

30a L1 38 88.9 38 88.9 0.050 4.4 LOS A 0.1 0.9 0.35 0.44 0.35 45.4

32a R1 2 0.0 2 0.0 0.050 7.0 LOS A 0.1 0.9 0.35 0.44 0.35 42.6

32u U 1 0.0 1 0.0 0.050 9.7 LOS A 0.1 0.9 0.35 0.44 0.35 48.2

Approach 41 82.1 41 82.1 0.050 4.6 LOS A 0.1 0.9 0.35 0.44 0.35 45.4

All Vehicles 724 31.0 724 31.0 0.235 5.0 LOS A 0.6 5.1 0.19 0.46 0.19 43.2

Site Level of Service (LOS) Method: Delay (RTA NSW). Site LOS Method is specified in the Network Data dialog (Network tab).Vehicle movement LOS values are based on average delay per movement.Intersection and Approach LOS values are based on average delay for all vehicle movements.Roundabout Capacity Model: SIDRA Standard.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 © 2000-2018 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: GTA CONSULTANTS | Processed: Friday, 14 June 2019 3:05:01 PMProject: \\gta.com.au\projectfiles\ProjectFilesSyd\N17100-17199\N171710 69 Sargents Road, Minchinbury\Modelling\190607-N171710 SIDRA.sip8

MOVEMENT SUMMARYSite: 101 [Sargents Road / Site Entrance Roundabout PM

PEAK]Network: N101 [PM PEAK]

THU 30.05.2019PM PEAK1700-1800Site Category: (None)Roundabout

Movement Performance - VehiclesDemand Flows Arrival Flows Aver. Back of

QueueMovID

Turn Deg.Satn

AverageDelay

Level ofService

Prop. Queued

Effective Stop Rate

Aver. No.

Cycles

Average

Speed Total HV Total HV Vehicles Distanceveh/h % veh/h % v/c sec veh m km/h

East: Sargents Road (East)

4a L1 9 0.0 9 0.0 0.281 3.1 LOS A 0.7 5.5 0.29 0.58 0.29 43.1

6 R2 319 12.5 319 12.5 0.281 7.9 LOS A 0.7 5.5 0.29 0.58 0.29 40.5

6u U 29 64.3 29 64.3 0.281 10.2 LOS A 0.7 5.5 0.29 0.58 0.29 28.8

Approach 358 16.5 358 16.5 0.281 7.9 LOS A 0.7 5.5 0.29 0.58 0.29 39.9

North: Sargents Road (North)

7 L2 244 53.4 244 53.4 0.189 3.5 LOS A 0.5 4.8 0.21 0.39 0.21 41.5

9a R1 67 67.2 67 67.2 0.058 7.2 LOS A 0.1 1.4 0.20 0.51 0.20 44.3

9u U 1 0.0 1 0.0 0.058 9.3 LOS A 0.1 1.4 0.20 0.51 0.20 45.7

Approach 313 56.2 313 56.2 0.189 4.3 LOS A 0.5 4.8 0.21 0.42 0.21 42.5

SouthWest: Site Entrance

30a L1 60 57.9 60 57.9 0.084 4.9 LOS A 0.1 1.5 0.45 0.54 0.45 45.9

32a R1 8 37.5 8 37.5 0.084 8.4 LOS A 0.1 1.5 0.45 0.54 0.45 42.3

32u U 1 0.0 1 0.0 0.084 10.4 LOS A 0.1 1.5 0.45 0.54 0.45 48.5

Approach 69 54.5 69 54.5 0.084 5.4 LOS A 0.1 1.5 0.45 0.54 0.45 45.6

All Vehicles 740 36.8 740 36.8 0.281 6.2 LOS A 0.7 5.5 0.27 0.51 0.27 41.8

Site Level of Service (LOS) Method: Delay (RTA NSW). Site LOS Method is specified in the Network Data dialog (Network tab).Vehicle movement LOS values are based on average delay per movement.Intersection and Approach LOS values are based on average delay for all vehicle movements.Roundabout Capacity Model: SIDRA Standard.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 © 2000-2018 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: GTA CONSULTANTS | Processed: Friday, 14 June 2019 3:04:59 PMProject: \\gta.com.au\projectfiles\ProjectFilesSyd\N17100-17199\N171710 69 Sargents Road, Minchinbury\Modelling\190607-N171710 SIDRA.sip8

MOVEMENT SUMMARYSite: 101 [Sargents Road / Car Park Exit AM PEAK] Network: N101 [AM PEAK]

THU 30.05.2019AM PEAK0745-0845Site Category: (None)Giveway / Yield (Two-Way)

Movement Performance - VehiclesDemand Flows Arrival Flows Aver. Back of

QueueMovID

Turn Deg.Satn

AverageDelay

Level ofService

Prop. Queued

Effective Stop Rate

Aver. No.

Cycles

Average

Speed Total HV Total HV Vehicles Distanceveh/h % veh/h % v/c sec veh m km/h

South: Car Park Exit

1 L2 14 0.0 14 0.0 0.009 3.3 LOS A 0.0 0.1 0.10 0.48 0.10 25.4

Approach 14 0.0 14 0.0 0.009 3.3 LOS A 0.0 0.1 0.10 0.48 0.10 25.4

East: Sargents Road (East)

5 T1 181 47.1 181 47.1 0.101 0.0 LOS A 0.0 0.0 0.00 0.00 0.00 50.0

Approach 181 47.1 181 47.1 0.101 0.0 NA 0.0 0.0 0.00 0.00 0.00 50.0

All Vehicles 195 43.8 195 43.8 0.101 0.2 NA 0.0 0.1 0.01 0.03 0.01 49.6

Site Level of Service (LOS) Method: Delay (RTA NSW). Site LOS Method is specified in the Network Data dialog (Network 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 delay is 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 © 2000-2018 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: GTA CONSULTANTS | Processed: Friday, 14 June 2019 3:05:01 PMProject: \\gta.com.au\projectfiles\ProjectFilesSyd\N17100-17199\N171710 69 Sargents Road, Minchinbury\Modelling\190607-N171710 SIDRA.sip8

MOVEMENT SUMMARYSite: 101 [Sargents Road / Car Park Exit PM PEAK] Network: N101 [PM PEAK]

THU 30.05.2019PM PEAK1700-1800Site Category: (None)Giveway / Yield (Two-Way)

Movement Performance - VehiclesDemand Flows Arrival Flows Aver. Back of

QueueMovID

Turn Deg.Satn

AverageDelay

Level ofService

Prop. Queued

Effective Stop Rate

Aver. No.

Cycles

Average

Speed Total HV Total HV Vehicles Distanceveh/h % veh/h % v/c sec veh m km/h

South: Car Park Exit

1 L2 51 0.0 51 0.0 0.032 3.4 LOS A 0.1 0.4 0.13 0.48 0.13 25.1

Approach 51 0.0 51 0.0 0.032 3.4 LOS A 0.1 0.4 0.13 0.48 0.13 25.1

East: Sargents Road (East)

5 T1 307 19.2 307 19.2 0.148 0.0 LOS A 0.0 0.0 0.00 0.00 0.00 50.0

Approach 307 19.2 307 19.2 0.148 0.0 NA 0.0 0.0 0.00 0.00 0.00 50.0

All Vehicles 358 16.5 358 16.5 0.148 0.5 NA 0.1 0.4 0.02 0.07 0.02 49.2

Site Level of Service (LOS) Method: Delay (RTA NSW). Site LOS Method is specified in the Network Data dialog (Network 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 delay is 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 © 2000-2018 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: GTA CONSULTANTS | Processed: Friday, 14 June 2019 3:04:59 PMProject: \\gta.com.au\projectfiles\ProjectFilesSyd\N17100-17199\N171710 69 Sargents Road, Minchinbury\Modelling\190607-N171710 SIDRA.sip8

MOVEMENT SUMMARYSite: 101 [Sargents Road / Site Entrance Roundabout AM

PEAK FUTURE]Network: N101 [AM PEAK

FUTURE]

THU 30.05.2019AM PEAK0745-0845Site Category: (None)Roundabout

Movement Performance - VehiclesDemand Flows Arrival Flows Aver. Back of

QueueMovID

Turn Deg.Satn

AverageDelay

Level ofService

Prop. Queued

Effective Stop Rate

Aver. No.

Cycles

Average

Speed Total HV Total HV Vehicles Distanceveh/h % veh/h % v/c sec veh m km/h

East: Sargents Road (East)

4a L1 28 25.9 28 25.9 0.204 3.6 LOS A 0.4 4.1 0.35 0.58 0.35 43.1

6 R2 165 44.6 165 44.6 0.204 8.5 LOS A 0.4 4.1 0.35 0.58 0.35 40.0

6u U 18 23.5 18 23.5 0.204 10.1 LOS A 0.4 4.1 0.35 0.58 0.35 29.8

Approach 212 40.3 212 40.3 0.204 8.0 LOS A 0.4 4.1 0.35 0.58 0.35 40.0

North: Sargents Road (North)

7 L2 383 15.7 383 15.7 0.235 3.0 LOS A 0.6 5.1 0.13 0.38 0.13 43.7

9a R1 114 38.9 114 38.9 0.084 6.8 LOS A 0.2 1.8 0.12 0.53 0.12 44.9

9u U 5 20.0 5 20.0 0.084 9.3 LOS A 0.2 1.8 0.12 0.53 0.12 45.6

Approach 502 21.0 502 21.0 0.235 3.9 LOS A 0.6 5.1 0.13 0.42 0.13 44.2

SouthWest: Site Entrance

30a L1 34 100.0 34 100.

00.046 4.3 LOS A 0.1 0.9 0.36 0.45 0.36 46.6

32a R1 1 0.0 1 0.0 0.046 7.0 LOS A 0.1 0.9 0.36 0.45 0.36 43.6

32u U 1 0.0 1 0.0 0.046 9.8 LOS A 0.1 0.9 0.36 0.45 0.36 49.1

Approach 36 94.1 36 94.1 0.046 4.4 LOS A 0.1 0.9 0.36 0.45 0.36 46.7

All Vehicles 749 29.9 749 29.9 0.235 5.1 LOS A 0.6 5.1 0.20 0.46 0.20 43.2

Site Level of Service (LOS) Method: Delay (RTA NSW). Site LOS Method is specified in the Network Data dialog (Network tab).Vehicle movement LOS values are based on average delay per movement.Intersection and Approach LOS values are based on average delay for all vehicle movements.Roundabout Capacity Model: SIDRA Standard.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 © 2000-2018 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: GTA CONSULTANTS | Processed: Thursday, 27 June 2019 5:47:27 PMProject: \\gta.com.au\projectfiles\ProjectFilesSyd\N17100-17199\N171710 69 Sargents Road, Minchinbury\Modelling\190607-N171710 SIDRA.sip8

MOVEMENT SUMMARYSite: 101 [Sargents Road / Site Entrance Roundabout PM

PEAK FUTURE]Network: N101 [PM PEAK

FUTURE]

THU 30.05.2019PM PEAK1700-1800Site Category: (None)Roundabout

Movement Performance - VehiclesDemand Flows Arrival Flows Aver. Back of

QueueMovID

Turn Deg.Satn

AverageDelay

Level ofService

Prop. Queued

Effective Stop Rate

Aver. No.

Cycles

Average

Speed Total HV Total HV Vehicles Distanceveh/h % veh/h % v/c sec veh m km/h

East: Sargents Road (East)

4a L1 13 0.0 13 0.0 0.319 3.2 LOS A 0.8 6.4 0.31 0.58 0.31 43.1

6 R2 366 10.9 366 10.9 0.319 7.9 LOS A 0.8 6.4 0.31 0.58 0.31 40.5

6u U 32 60.0 32 60.0 0.319 10.3 LOS A 0.8 6.4 0.31 0.58 0.31 28.8

Approach 411 14.4 411 14.4 0.319 7.9 LOS A 0.8 6.4 0.31 0.58 0.31 40.0

North: Sargents Road (North)

7 L2 244 53.4 244 53.4 0.188 3.4 LOS A 0.5 4.8 0.20 0.39 0.20 41.5

9a R1 73 62.3 73 62.3 0.061 7.2 LOS A 0.1 1.4 0.19 0.51 0.19 44.4

9u U 1 0.0 1 0.0 0.061 9.3 LOS A 0.1 1.4 0.19 0.51 0.19 45.8

Approach 318 55.3 318 55.3 0.188 4.3 LOS A 0.5 4.8 0.20 0.42 0.20 42.6

SouthWest: Site Entrance

30a L1 35 100.0 35 100.

00.060 5.7 LOS A 0.1 1.3 0.49 0.57 0.49 45.9

32a R1 3 100.0 3 100.

00.060 9.6 LOS A 0.1 1.3 0.49 0.57 0.49 42.0

32u U 1 0.0 1 0.0 0.060 10.5 LOS A 0.1 1.3 0.49 0.57 0.49 48.4

Approach 39 97.3 39 97.3 0.060 6.1 LOS A 0.1 1.3 0.49 0.57 0.49 45.7

All Vehicles 767 35.5 767 35.5 0.319 6.3 LOS A 0.8 6.4 0.27 0.51 0.27 41.6

Site Level of Service (LOS) Method: Delay (RTA NSW). Site LOS Method is specified in the Network Data dialog (Network tab).Vehicle movement LOS values are based on average delay per movement.Intersection and Approach LOS values are based on average delay for all vehicle movements.Roundabout Capacity Model: SIDRA Standard.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 © 2000-2018 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: GTA CONSULTANTS | Processed: Thursday, 27 June 2019 5:47:26 PMProject: \\gta.com.au\projectfiles\ProjectFilesSyd\N17100-17199\N171710 69 Sargents Road, Minchinbury\Modelling\190607-N171710 SIDRA.sip8

MOVEMENT SUMMARYSite: 101 [Sargents Road / Car Park Exit AM PEAK FUTURE] Network: N101 [AM PEAK

FUTURE]

THU 30.05.2019AM PEAK0745-0845Site Category: (None)Giveway / Yield (Two-Way)

Movement Performance - VehiclesDemand Flows Arrival Flows Aver. Back of

QueueMovID

Turn Deg.Satn

AverageDelay

Level ofService

Prop. Queued

Effective Stop Rate

Aver. No.

Cycles

Average

Speed Total HV Total HV Vehicles Distanceveh/h % veh/h % v/c sec veh m km/h

South: Car Park Exit

1 L2 25 0.0 25 0.0 0.016 3.3 LOS A 0.0 0.2 0.10 0.48 0.10 25.4

Approach 25 0.0 25 0.0 0.016 3.3 LOS A 0.0 0.2 0.10 0.48 0.10 25.4

East: Sargents Road (East)

5 T1 181 47.1 181 47.1 0.101 0.0 LOS A 0.0 0.0 0.00 0.00 0.00 50.0

Approach 181 47.1 181 47.1 0.101 0.0 NA 0.0 0.0 0.00 0.00 0.00 50.0

All Vehicles 206 41.3 206 41.3 0.101 0.4 NA 0.0 0.2 0.01 0.06 0.01 49.3

Site Level of Service (LOS) Method: Delay (RTA NSW). Site LOS Method is specified in the Network Data dialog (Network 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 delay is 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 © 2000-2018 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: GTA CONSULTANTS | Processed: Thursday, 27 June 2019 5:47:27 PMProject: \\gta.com.au\projectfiles\ProjectFilesSyd\N17100-17199\N171710 69 Sargents Road, Minchinbury\Modelling\190607-N171710 SIDRA.sip8

MOVEMENT SUMMARYSite: 101 [Sargents Road / Car Park Exit PM PEAK FUTURE] Network: N101 [PM PEAK

FUTURE]

THU 30.05.2019PM PEAK1700-1800Site Category: (None)Giveway / Yield (Two-Way)

Movement Performance - VehiclesDemand Flows Arrival Flows Aver. Back of

QueueMovID

Turn Deg.Satn

AverageDelay

Level ofService

Prop. Queued

Effective Stop Rate

Aver. No.

Cycles

Average

Speed Total HV Total HV Vehicles Distanceveh/h % veh/h % v/c sec veh m km/h

South: Car Park Exit

1 L2 97 0.0 97 0.0 0.062 3.4 LOS A 0.1 0.7 0.14 0.48 0.14 25.1

Approach 97 0.0 97 0.0 0.062 3.4 LOS A 0.1 0.7 0.14 0.48 0.14 25.1

East: Sargents Road (East)

5 T1 307 19.2 307 19.2 0.148 0.0 LOS A 0.0 0.0 0.00 0.00 0.00 50.0

Approach 307 19.2 307 19.2 0.148 0.0 NA 0.0 0.0 0.00 0.00 0.00 50.0

All Vehicles 404 14.6 404 14.6 0.148 0.8 NA 0.1 0.7 0.03 0.12 0.03 48.5

Site Level of Service (LOS) Method: Delay (RTA NSW). Site LOS Method is specified in the Network Data dialog (Network 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 delay is 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 © 2000-2018 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: GTA CONSULTANTS | Processed: Thursday, 27 June 2019 5:47:26 PMProject: \\gta.com.au\projectfiles\ProjectFilesSyd\N17100-17199\N171710 69 Sargents Road, Minchinbury\Modelling\190607-N171710 SIDRA.sip8

APPENDIX: SWEPT PATHS

N171710 // 5/07/19 Transport Impact Assessment // Issue: A Woolworths SRDC, 69 Sargents Road, Minchinbury C-1

C. SWEPT PATHS

C

UP

EXISTINGAMBIENT DC

EXISTING AMBIENT DC

EX. RETURNSAREA

EXISTING CARPARK

EX. D

RIVE

WAY

EX. DRIVEWAY

EXISTING MAINSWITCHROOM &TRANSFORMER

EXISTING FIRE TANKS &PUMPHOUSE

EXISTINGDRIVEWAY

EX. DRIVEWAY

EXISTINGAMBIENT PTB DC

EXISTINGAMBIENT HIGH BAY DC

SARGENTS ROAD

EX. TRUCKREFUELLING

AREA C

AREA B

AREA A

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SX6SX5SX4SX3SX2SX1 SX7

0 10 20 401:2000A3

SCALEDESIGNED

APPROVED BY DATE ISSUED

DESIGN CHECK

DRAWING NO. SHEET ISSUE

CAD FILE NO.

WARNINGTHE LOCATIONS OF UNDERGROUND SERVICES ARE

APPROXIMATE ONLY AND THEIR EXACT POSITIONSHOULD BE PROVEN ON SITE. NO GUARANTEE IS

GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.

BEWARE OF UNDERGROUND SERVICES

c o n s u l t a n t sG T Awww.gta.com.au

PRELIMINARY PLANFOR DISCUSSION PURPOSES ONLY

SUBJECT TO CHANGE WITHOUTNOTIFICATION

Melbourne 03 9851 9600Sydney 02 8448 1800Brisbane 07 3113 5000Adelaide 08 8334 3600Perth 08 6169 1000

01N171710- OFN171710-02-P1.DWG

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WOOLWORTHS DISTRIBUTION CENTRE MINCHINBURY LAYOUT

OF01 03 P101 37 P1N171710-02-01

UP

EXISTINGAMBIENT DC

EXISTING AMBIENT DC

EX. RETURNSAREA

EXISTING CARPARK

EX. D

RIVE

WAY

EX. DRIVEWAY

EXISTING MAINSWITCHROOM &TRANSFORMER

EXISTING FIRE TANKS &PUMPHOUSE

EXISTINGDRIVEWAY

EX. DRIVEWAY

EXISTINGAMBIENT PTB DC

EXISTINGAMBIENT HIGH BAY DC

SARGENTS ROAD

EX. TRUCKREFUELLING

AREA C

AREA B

AREA A

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0 10 20 401:2000A3

SCALEDESIGNED

APPROVED BY DATE ISSUED

DESIGN CHECK

DRAWING NO. SHEET ISSUE

CAD FILE NO.

WARNINGTHE LOCATIONS OF UNDERGROUND SERVICES ARE

APPROXIMATE ONLY AND THEIR EXACT POSITIONSHOULD BE PROVEN ON SITE. NO GUARANTEE IS

GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.

BEWARE OF UNDERGROUND SERVICES

c o n s u l t a n t sG T Awww.gta.com.au

PRELIMINARY PLANFOR DISCUSSION PURPOSES ONLY

SUBJECT TO CHANGE WITHOUTNOTIFICATION

Melbourne 03 9851 9600Sydney 02 8448 1800Brisbane 07 3113 5000Adelaide 08 8334 3600Perth 08 6169 1000

02N171710- OFN171710-02-P1.DWG

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WOOLWORTHS DISTRIBUTION CENTRE MINCHINBURY SWEPT PATH ASSESSMENT

OF01 03 P102 37 P1N171710-02-02

EXISTING CARPARK

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0 2.5 5 101:500A3

SCALEDESIGNED

APPROVED BY DATE ISSUED

DESIGN CHECK

DRAWING NO. SHEET ISSUE

CAD FILE NO.

WARNINGTHE LOCATIONS OF UNDERGROUND SERVICES ARE

APPROXIMATE ONLY AND THEIR EXACT POSITIONSHOULD BE PROVEN ON SITE. NO GUARANTEE IS

GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.

BEWARE OF UNDERGROUND SERVICES

c o n s u l t a n t sG T Awww.gta.com.au

PRELIMINARY PLANFOR DISCUSSION PURPOSES ONLY

SUBJECT TO CHANGE WITHOUTNOTIFICATION

Melbourne 03 9851 9600Sydney 02 8448 1800Brisbane 07 3113 5000Adelaide 08 8334 3600Perth 08 6169 1000

03N171710- OFN171710-02-P1.DWG

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WOOLWORTHS DISTRIBUTION CENTRE MINCHINBURY LAYOUT

OF01 03 P103 37 P1N171710-02-03

EXISTING CARPARK

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0 2.5 5 101:500A3

SCALEDESIGNED

APPROVED BY DATE ISSUED

DESIGN CHECK

DRAWING NO. SHEET ISSUE

CAD FILE NO.

WARNINGTHE LOCATIONS OF UNDERGROUND SERVICES ARE

APPROXIMATE ONLY AND THEIR EXACT POSITIONSHOULD BE PROVEN ON SITE. NO GUARANTEE IS

GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.

BEWARE OF UNDERGROUND SERVICES

c o n s u l t a n t sG T Awww.gta.com.au

PRELIMINARY PLANFOR DISCUSSION PURPOSES ONLY

SUBJECT TO CHANGE WITHOUTNOTIFICATION

Melbourne 03 9851 9600Sydney 02 8448 1800Brisbane 07 3113 5000Adelaide 08 8334 3600Perth 08 6169 1000

04N171710- OFN171710-02-P1.DWG

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WOOLWORTHS DISTRIBUTION CENTRE MINCHINBURY SWEPT PATH ASSESSMENT - B99

OF01 03 P104 37 P1N171710-02-04

EXISTING CARPARK

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0 2.5 5 101:500A3

SCALEDESIGNED

APPROVED BY DATE ISSUED

DESIGN CHECK

DRAWING NO. SHEET ISSUE

CAD FILE NO.

WARNINGTHE LOCATIONS OF UNDERGROUND SERVICES ARE

APPROXIMATE ONLY AND THEIR EXACT POSITIONSHOULD BE PROVEN ON SITE. NO GUARANTEE IS

GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.

BEWARE OF UNDERGROUND SERVICES

c o n s u l t a n t sG T Awww.gta.com.au

PRELIMINARY PLANFOR DISCUSSION PURPOSES ONLY

SUBJECT TO CHANGE WITHOUTNOTIFICATION

Melbourne 03 9851 9600Sydney 02 8448 1800Brisbane 07 3113 5000Adelaide 08 8334 3600Perth 08 6169 1000

05N171710- OFN171710-02-P1.DWG

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WOOLWORTHS DISTRIBUTION CENTRE MINCHINBURY SWEPT PATH ASSESSMENT - B-DOUBLE ENTRY

OF01 03 P105 37 P1N171710-02-05

EXISTING CARPARK

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0 2.5 5 101:500A3

SCALEDESIGNED

APPROVED BY DATE ISSUED

DESIGN CHECK

DRAWING NO. SHEET ISSUE

CAD FILE NO.

WARNINGTHE LOCATIONS OF UNDERGROUND SERVICES ARE

APPROXIMATE ONLY AND THEIR EXACT POSITIONSHOULD BE PROVEN ON SITE. NO GUARANTEE IS

GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.

BEWARE OF UNDERGROUND SERVICES

c o n s u l t a n t sG T Awww.gta.com.au

PRELIMINARY PLANFOR DISCUSSION PURPOSES ONLY

SUBJECT TO CHANGE WITHOUTNOTIFICATION

Melbourne 03 9851 9600Sydney 02 8448 1800Brisbane 07 3113 5000Adelaide 08 8334 3600Perth 08 6169 1000

06N171710- OFN171710-02-P1.DWG

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WOOLWORTHS DISTRIBUTION CENTRE MINCHINBURY SWEPT PATH ASSESSMENT - B-DOUBLE EXIT

OF01 03 P106 37 P1N171710-02-06

EXISTING CARPARK

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0 2.5 5 101:500A3

SCALEDESIGNED

APPROVED BY DATE ISSUED

DESIGN CHECK

DRAWING NO. SHEET ISSUE

CAD FILE NO.

WARNINGTHE LOCATIONS OF UNDERGROUND SERVICES ARE

APPROXIMATE ONLY AND THEIR EXACT POSITIONSHOULD BE PROVEN ON SITE. NO GUARANTEE IS

GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.

BEWARE OF UNDERGROUND SERVICES

c o n s u l t a n t sG T Awww.gta.com.au

PRELIMINARY PLANFOR DISCUSSION PURPOSES ONLY

SUBJECT TO CHANGE WITHOUTNOTIFICATION

Melbourne 03 9851 9600Sydney 02 8448 1800Brisbane 07 3113 5000Adelaide 08 8334 3600Perth 08 6169 1000

07N171710- OFN171710-02-P1.DWG

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WOOLWORTHS DISTRIBUTION CENTRE MINCHINBURY SWEPT PATH ASSESSMENT - B-DOUBLE ENTRY & EXIT

OF01 03 P107 37 P1N171710-02-07

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0 2.5 5 101:500A3

SCALEDESIGNED

APPROVED BY DATE ISSUED

DESIGN CHECK

DRAWING NO. SHEET ISSUE

CAD FILE NO.

WARNINGTHE LOCATIONS OF UNDERGROUND SERVICES ARE

APPROXIMATE ONLY AND THEIR EXACT POSITIONSHOULD BE PROVEN ON SITE. NO GUARANTEE IS

GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.

BEWARE OF UNDERGROUND SERVICES

c o n s u l t a n t sG T Awww.gta.com.au

PRELIMINARY PLANFOR DISCUSSION PURPOSES ONLY

SUBJECT TO CHANGE WITHOUTNOTIFICATION

Melbourne 03 9851 9600Sydney 02 8448 1800Brisbane 07 3113 5000Adelaide 08 8334 3600Perth 08 6169 1000

08N171710- OFN171710-02-P1.DWG

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WOOLWORTHS DISTRIBUTION CENTRE MINCHINBURY LAYOUT

OF01 03 P108 37 P1N171710-02-08

UP

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0 2.5 5 101:500A3

SCALEDESIGNED

APPROVED BY DATE ISSUED

DESIGN CHECK

DRAWING NO. SHEET ISSUE

CAD FILE NO.

WARNINGTHE LOCATIONS OF UNDERGROUND SERVICES ARE

APPROXIMATE ONLY AND THEIR EXACT POSITIONSHOULD BE PROVEN ON SITE. NO GUARANTEE IS

GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.

BEWARE OF UNDERGROUND SERVICES

c o n s u l t a n t sG T Awww.gta.com.au

PRELIMINARY PLANFOR DISCUSSION PURPOSES ONLY

SUBJECT TO CHANGE WITHOUTNOTIFICATION

Melbourne 03 9851 9600Sydney 02 8448 1800Brisbane 07 3113 5000Adelaide 08 8334 3600Perth 08 6169 1000

09N171710- OFN171710-02-P1.DWG

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WOOLWORTHS DISTRIBUTION CENTRE MINCHINBURY SWEPT PATH ASSESSMENT - B-DOUBLE ENTRY & EXIT

OF01 03 P109 37 P1N171710-02-09

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0 2.5 5 101:500A3

SCALEDESIGNED

APPROVED BY DATE ISSUED

DESIGN CHECK

DRAWING NO. SHEET ISSUE

CAD FILE NO.

WARNINGTHE LOCATIONS OF UNDERGROUND SERVICES ARE

APPROXIMATE ONLY AND THEIR EXACT POSITIONSHOULD BE PROVEN ON SITE. NO GUARANTEE IS

GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.

BEWARE OF UNDERGROUND SERVICES

c o n s u l t a n t sG T Awww.gta.com.au

PRELIMINARY PLANFOR DISCUSSION PURPOSES ONLY

SUBJECT TO CHANGE WITHOUTNOTIFICATION

Melbourne 03 9851 9600Sydney 02 8448 1800Brisbane 07 3113 5000Adelaide 08 8334 3600Perth 08 6169 1000

10N171710- OFN171710-02-P1.DWG

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WOOLWORTHS DISTRIBUTION CENTRE MINCHINBURY SWEPT PATH ASSESSMENT - B-DOUBLE PARKING

OF01 03 P110 37 P1N171710-02-10

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0 2.5 5 101:500A3

SCALEDESIGNED

APPROVED BY DATE ISSUED

DESIGN CHECK

DRAWING NO. SHEET ISSUE

CAD FILE NO.

WARNINGTHE LOCATIONS OF UNDERGROUND SERVICES ARE

APPROXIMATE ONLY AND THEIR EXACT POSITIONSHOULD BE PROVEN ON SITE. NO GUARANTEE IS

GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.

BEWARE OF UNDERGROUND SERVICES

c o n s u l t a n t sG T Awww.gta.com.au

PRELIMINARY PLANFOR DISCUSSION PURPOSES ONLY

SUBJECT TO CHANGE WITHOUTNOTIFICATION

Melbourne 03 9851 9600Sydney 02 8448 1800Brisbane 07 3113 5000Adelaide 08 8334 3600Perth 08 6169 1000

11N171710- OFN171710-02-P1.DWG

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WOOLWORTHS DISTRIBUTION CENTRE MINCHINBURY SWEPT PATH ASSESSMENT - B-DOUBLE PARKING

OF01 03 P111 37 P1N171710-02-11

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0 2.5 5 101:500A3

SCALEDESIGNED

APPROVED BY DATE ISSUED

DESIGN CHECK

DRAWING NO. SHEET ISSUE

CAD FILE NO.

WARNINGTHE LOCATIONS OF UNDERGROUND SERVICES ARE

APPROXIMATE ONLY AND THEIR EXACT POSITIONSHOULD BE PROVEN ON SITE. NO GUARANTEE IS

GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.

BEWARE OF UNDERGROUND SERVICES

c o n s u l t a n t sG T Awww.gta.com.au

PRELIMINARY PLANFOR DISCUSSION PURPOSES ONLY

SUBJECT TO CHANGE WITHOUTNOTIFICATION

Melbourne 03 9851 9600Sydney 02 8448 1800Brisbane 07 3113 5000Adelaide 08 8334 3600Perth 08 6169 1000

12N171710- OFN171710-02-P1.DWG

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WOOLWORTHS DISTRIBUTION CENTRE MINCHINBURY SWEPT PATH ASSESSMENT - B-DOUBLE PARKING

OF01 03 P112 37 P1N171710-02-12

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0 2.5 5 101:500A3

SCALEDESIGNED

APPROVED BY DATE ISSUED

DESIGN CHECK

DRAWING NO. SHEET ISSUE

CAD FILE NO.

WARNINGTHE LOCATIONS OF UNDERGROUND SERVICES ARE

APPROXIMATE ONLY AND THEIR EXACT POSITIONSHOULD BE PROVEN ON SITE. NO GUARANTEE IS

GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.

BEWARE OF UNDERGROUND SERVICES

c o n s u l t a n t sG T Awww.gta.com.au

PRELIMINARY PLANFOR DISCUSSION PURPOSES ONLY

SUBJECT TO CHANGE WITHOUTNOTIFICATION

Melbourne 03 9851 9600Sydney 02 8448 1800Brisbane 07 3113 5000Adelaide 08 8334 3600Perth 08 6169 1000

13N171710- OFN171710-02-P1.DWG

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WOOLWORTHS DISTRIBUTION CENTRE MINCHINBURY SWEPT PATH ASSESSMENT - B-DOUBLE PARKING

OF01 03 P113 37 P1N171710-02-13

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SCALEDESIGNED

APPROVED BY DATE ISSUED

DESIGN CHECK

DRAWING NO. SHEET ISSUE

CAD FILE NO.

WARNINGTHE LOCATIONS OF UNDERGROUND SERVICES ARE

APPROXIMATE ONLY AND THEIR EXACT POSITIONSHOULD BE PROVEN ON SITE. NO GUARANTEE IS

GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.

BEWARE OF UNDERGROUND SERVICES

c o n s u l t a n t sG T Awww.gta.com.au

PRELIMINARY PLANFOR DISCUSSION PURPOSES ONLY

SUBJECT TO CHANGE WITHOUTNOTIFICATION

Melbourne 03 9851 9600Sydney 02 8448 1800Brisbane 07 3113 5000Adelaide 08 8334 3600Perth 08 6169 1000

14N171710- OFN171710-02-P1.DWG

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WOOLWORTHS DISTRIBUTION CENTRE MINCHINBURY SWEPT PATH ASSESSMENT - B-DOUBLE PARKING

OF01 03 P114 37 P1N171710-02-14

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SCALEDESIGNED

APPROVED BY DATE ISSUED

DESIGN CHECK

DRAWING NO. SHEET ISSUE

CAD FILE NO.

WARNINGTHE LOCATIONS OF UNDERGROUND SERVICES ARE

APPROXIMATE ONLY AND THEIR EXACT POSITIONSHOULD BE PROVEN ON SITE. NO GUARANTEE IS

GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.

BEWARE OF UNDERGROUND SERVICES

c o n s u l t a n t sG T Awww.gta.com.au

PRELIMINARY PLANFOR DISCUSSION PURPOSES ONLY

SUBJECT TO CHANGE WITHOUTNOTIFICATION

Melbourne 03 9851 9600Sydney 02 8448 1800Brisbane 07 3113 5000Adelaide 08 8334 3600Perth 08 6169 1000

15N171710- OFN171710-02-P1.DWG

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WOOLWORTHS DISTRIBUTION CENTRE MINCHINBURY SWEPT PATH ASSESSMENT - B-DOUBLE PARKING

OF01 03 P115 37 P1N171710-02-15

EXISTING FIRE TANKS &PUMPHOUSE

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0 2.5 5 101:500A3

SCALEDESIGNED

APPROVED BY DATE ISSUED

DESIGN CHECK

DRAWING NO. SHEET ISSUE

CAD FILE NO.

WARNINGTHE LOCATIONS OF UNDERGROUND SERVICES ARE

APPROXIMATE ONLY AND THEIR EXACT POSITIONSHOULD BE PROVEN ON SITE. NO GUARANTEE IS

GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.

BEWARE OF UNDERGROUND SERVICES

c o n s u l t a n t sG T Awww.gta.com.au

PRELIMINARY PLANFOR DISCUSSION PURPOSES ONLY

SUBJECT TO CHANGE WITHOUTNOTIFICATION

Melbourne 03 9851 9600Sydney 02 8448 1800Brisbane 07 3113 5000Adelaide 08 8334 3600Perth 08 6169 1000

16N171710- OFN171710-02-P1.DWG

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WOOLWORTHS DISTRIBUTION CENTRE MINCHINBURY LAYOUT

OF01 03 P116 37 P1N171710-02-16

EXISTING FIRE TANKS &PUMPHOUSE

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0 2.5 5 101:500A3

SCALEDESIGNED

APPROVED BY DATE ISSUED

DESIGN CHECK

DRAWING NO. SHEET ISSUE

CAD FILE NO.

WARNINGTHE LOCATIONS OF UNDERGROUND SERVICES ARE

APPROXIMATE ONLY AND THEIR EXACT POSITIONSHOULD BE PROVEN ON SITE. NO GUARANTEE IS

GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.

BEWARE OF UNDERGROUND SERVICES

c o n s u l t a n t sG T Awww.gta.com.au

PRELIMINARY PLANFOR DISCUSSION PURPOSES ONLY

SUBJECT TO CHANGE WITHOUTNOTIFICATION

Melbourne 03 9851 9600Sydney 02 8448 1800Brisbane 07 3113 5000Adelaide 08 8334 3600Perth 08 6169 1000

17N171710- OFN171710-02-P1.DWG

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WOOLWORTHS DISTRIBUTION CENTRE MINCHINBURY SWEPT PATH ASSESSMENT - B-DOUBLE PARKING

OF01 03 P117 37 P1N171710-02-17

EXISTING FIRE TANKS &PUMPHOUSE

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SCALEDESIGNED

APPROVED BY DATE ISSUED

DESIGN CHECK

DRAWING NO. SHEET ISSUE

CAD FILE NO.

WARNINGTHE LOCATIONS OF UNDERGROUND SERVICES ARE

APPROXIMATE ONLY AND THEIR EXACT POSITIONSHOULD BE PROVEN ON SITE. NO GUARANTEE IS

GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.

BEWARE OF UNDERGROUND SERVICES

c o n s u l t a n t sG T Awww.gta.com.au

PRELIMINARY PLANFOR DISCUSSION PURPOSES ONLY

SUBJECT TO CHANGE WITHOUTNOTIFICATION

Melbourne 03 9851 9600Sydney 02 8448 1800Brisbane 07 3113 5000Adelaide 08 8334 3600Perth 08 6169 1000

18N171710- OFN171710-02-P1.DWG

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03.07.19

WOOLWORTHS DISTRIBUTION CENTRE MINCHINBURY SWEPT PATH ASSESSMENT - B-DOUBLE PARKING

OF01 03 P118 37 P1N171710-02-18

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CAD FILE NO.

WARNINGTHE LOCATIONS OF UNDERGROUND SERVICES ARE

APPROXIMATE ONLY AND THEIR EXACT POSITIONSHOULD BE PROVEN ON SITE. NO GUARANTEE IS

GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.

BEWARE OF UNDERGROUND SERVICES

c o n s u l t a n t sG T Awww.gta.com.au

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SUBJECT TO CHANGE WITHOUTNOTIFICATION

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19N171710- OFN171710-02-P1.DWG

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03.07.19

WOOLWORTHS DISTRIBUTION CENTRE MINCHINBURY SWEPT PATH ASSESSMENT - B-DOUBLE PARKING

OF01 03 P119 37 P1N171710-02-19

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CAD FILE NO.

WARNINGTHE LOCATIONS OF UNDERGROUND SERVICES ARE

APPROXIMATE ONLY AND THEIR EXACT POSITIONSHOULD BE PROVEN ON SITE. NO GUARANTEE IS

GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.

BEWARE OF UNDERGROUND SERVICES

c o n s u l t a n t sG T Awww.gta.com.au

PRELIMINARY PLANFOR DISCUSSION PURPOSES ONLY

SUBJECT TO CHANGE WITHOUTNOTIFICATION

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20N171710- OFN171710-02-P1.DWG

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03.07.19

WOOLWORTHS DISTRIBUTION CENTRE MINCHINBURY SWEPT PATH ASSESSMENT - B-DOUBLE PARKING

OF01 03 P120 37 P1N171710-02-20

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CAD FILE NO.

WARNINGTHE LOCATIONS OF UNDERGROUND SERVICES ARE

APPROXIMATE ONLY AND THEIR EXACT POSITIONSHOULD BE PROVEN ON SITE. NO GUARANTEE IS

GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.

BEWARE OF UNDERGROUND SERVICES

c o n s u l t a n t sG T Awww.gta.com.au

PRELIMINARY PLANFOR DISCUSSION PURPOSES ONLY

SUBJECT TO CHANGE WITHOUTNOTIFICATION

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21N171710- OFN171710-02-P1.DWG

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03.07.19

WOOLWORTHS DISTRIBUTION CENTRE MINCHINBURY SWEPT PATH ASSESSMENT - B-DOUBLE PARKING

OF01 03 P121 37 P1N171710-02-21

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CAD FILE NO.

WARNINGTHE LOCATIONS OF UNDERGROUND SERVICES ARE

APPROXIMATE ONLY AND THEIR EXACT POSITIONSHOULD BE PROVEN ON SITE. NO GUARANTEE IS

GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.

BEWARE OF UNDERGROUND SERVICES

c o n s u l t a n t sG T Awww.gta.com.au

PRELIMINARY PLANFOR DISCUSSION PURPOSES ONLY

SUBJECT TO CHANGE WITHOUTNOTIFICATION

Melbourne 03 9851 9600Sydney 02 8448 1800Brisbane 07 3113 5000Adelaide 08 8334 3600Perth 08 6169 1000

22N171710- OFN171710-02-P1.DWG

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03.07.19

WOOLWORTHS DISTRIBUTION CENTRE MINCHINBURY SWEPT PATH ASSESSMENT - B-DOUBLE PARKING

OF01 03 P122 37 P1N171710-02-22

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CAD FILE NO.

WARNINGTHE LOCATIONS OF UNDERGROUND SERVICES ARE

APPROXIMATE ONLY AND THEIR EXACT POSITIONSHOULD BE PROVEN ON SITE. NO GUARANTEE IS

GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.

BEWARE OF UNDERGROUND SERVICES

c o n s u l t a n t sG T Awww.gta.com.au

PRELIMINARY PLANFOR DISCUSSION PURPOSES ONLY

SUBJECT TO CHANGE WITHOUTNOTIFICATION

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23N171710- OFN171710-02-P1.DWG

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03.07.19

WOOLWORTHS DISTRIBUTION CENTRE MINCHINBURY SWEPT PATH ASSESSMENT - B-DOUBLE PARKING

OF01 03 P123 37 P1N171710-02-23

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CAD FILE NO.

WARNINGTHE LOCATIONS OF UNDERGROUND SERVICES ARE

APPROXIMATE ONLY AND THEIR EXACT POSITIONSHOULD BE PROVEN ON SITE. NO GUARANTEE IS

GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.

BEWARE OF UNDERGROUND SERVICES

c o n s u l t a n t sG T Awww.gta.com.au

PRELIMINARY PLANFOR DISCUSSION PURPOSES ONLY

SUBJECT TO CHANGE WITHOUTNOTIFICATION

Melbourne 03 9851 9600Sydney 02 8448 1800Brisbane 07 3113 5000Adelaide 08 8334 3600Perth 08 6169 1000

24N171710- OFN171710-02-P1.DWG

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03.07.19

WOOLWORTHS DISTRIBUTION CENTRE MINCHINBURY SWEPT PATH ASSESSMENT - B-DOUBLE PARKING

OF01 03 P124 37 P1N171710-02-24

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CAD FILE NO.

WARNINGTHE LOCATIONS OF UNDERGROUND SERVICES ARE

APPROXIMATE ONLY AND THEIR EXACT POSITIONSHOULD BE PROVEN ON SITE. NO GUARANTEE IS

GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.

BEWARE OF UNDERGROUND SERVICES

c o n s u l t a n t sG T Awww.gta.com.au

PRELIMINARY PLANFOR DISCUSSION PURPOSES ONLY

SUBJECT TO CHANGE WITHOUTNOTIFICATION

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25N171710- OFN171710-02-P1.DWG

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03.07.19

WOOLWORTHS DISTRIBUTION CENTRE MINCHINBURY LAYOUT

OF01 03 P125 37 P1N171710-02-25

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CAD FILE NO.

WARNINGTHE LOCATIONS OF UNDERGROUND SERVICES ARE

APPROXIMATE ONLY AND THEIR EXACT POSITIONSHOULD BE PROVEN ON SITE. NO GUARANTEE IS

GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.

BEWARE OF UNDERGROUND SERVICES

c o n s u l t a n t sG T Awww.gta.com.au

PRELIMINARY PLANFOR DISCUSSION PURPOSES ONLY

SUBJECT TO CHANGE WITHOUTNOTIFICATION

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26N171710- OFN171710-02-P1.DWG

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03.07.19

WOOLWORTHS DISTRIBUTION CENTRE MINCHINBURY SWEPT PATH ASSESSMENT 25M AV

OF01 03 P126 37 P1N171710-02-26

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CAD FILE NO.

WARNINGTHE LOCATIONS OF UNDERGROUND SERVICES ARE

APPROXIMATE ONLY AND THEIR EXACT POSITIONSHOULD BE PROVEN ON SITE. NO GUARANTEE IS

GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.

BEWARE OF UNDERGROUND SERVICES

c o n s u l t a n t sG T Awww.gta.com.au

PRELIMINARY PLANFOR DISCUSSION PURPOSES ONLY

SUBJECT TO CHANGE WITHOUTNOTIFICATION

Melbourne 03 9851 9600Sydney 02 8448 1800Brisbane 07 3113 5000Adelaide 08 8334 3600Perth 08 6169 1000

27N171710- OFN171710-02-P1.DWG

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03.07.19

WOOLWORTHS DISTRIBUTION CENTRE MINCHINBURY SWEPT PATH ASSESSMENT B-DOUBLE

OF01 03 P127 37 P1N171710-02-27

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CAD FILE NO.

WARNINGTHE LOCATIONS OF UNDERGROUND SERVICES ARE

APPROXIMATE ONLY AND THEIR EXACT POSITIONSHOULD BE PROVEN ON SITE. NO GUARANTEE IS

GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.

BEWARE OF UNDERGROUND SERVICES

c o n s u l t a n t sG T Awww.gta.com.au

PRELIMINARY PLANFOR DISCUSSION PURPOSES ONLY

SUBJECT TO CHANGE WITHOUTNOTIFICATION

Melbourne 03 9851 9600Sydney 02 8448 1800Brisbane 07 3113 5000Adelaide 08 8334 3600Perth 08 6169 1000

28N171710- OFN171710-02-P1.DWG

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03.07.19

WOOLWORTHS DISTRIBUTION CENTRE MINCHINBURY SWEPT PATH ASSESSMENT 25m AV WEIGHBRIDGE

OF01 03 P128 37 P1N171710-02-28

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CAD FILE NO.

WARNINGTHE LOCATIONS OF UNDERGROUND SERVICES ARE

APPROXIMATE ONLY AND THEIR EXACT POSITIONSHOULD BE PROVEN ON SITE. NO GUARANTEE IS

GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.

BEWARE OF UNDERGROUND SERVICES

c o n s u l t a n t sG T Awww.gta.com.au

PRELIMINARY PLANFOR DISCUSSION PURPOSES ONLY

SUBJECT TO CHANGE WITHOUTNOTIFICATION

Melbourne 03 9851 9600Sydney 02 8448 1800Brisbane 07 3113 5000Adelaide 08 8334 3600Perth 08 6169 1000

29N171710- OFN171710-02-P1.DWG

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03.07.19

WOOLWORTHS DISTRIBUTION CENTRE MINCHINBURY SWEPT PATH ASSESSMENT B-DOUBLE WEIGHBRIDGE

OF01 03 P129 37 P1N171710-02-29

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CAD FILE NO.

WARNINGTHE LOCATIONS OF UNDERGROUND SERVICES ARE

APPROXIMATE ONLY AND THEIR EXACT POSITIONSHOULD BE PROVEN ON SITE. NO GUARANTEE IS

GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.

BEWARE OF UNDERGROUND SERVICES

c o n s u l t a n t sG T Awww.gta.com.au

PRELIMINARY PLANFOR DISCUSSION PURPOSES ONLY

SUBJECT TO CHANGE WITHOUTNOTIFICATION

Melbourne 03 9851 9600Sydney 02 8448 1800Brisbane 07 3113 5000Adelaide 08 8334 3600Perth 08 6169 1000

30N171710- OFN171710-02-P1.DWG

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03.07.19

WOOLWORTHS DISTRIBUTION CENTRE MINCHINBURY SWEPT PATH ASSESSMENT - 20m AV PARKING

OF01 03 P130 37 P1N171710-02-30

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CAD FILE NO.

WARNINGTHE LOCATIONS OF UNDERGROUND SERVICES ARE

APPROXIMATE ONLY AND THEIR EXACT POSITIONSHOULD BE PROVEN ON SITE. NO GUARANTEE IS

GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.

BEWARE OF UNDERGROUND SERVICES

c o n s u l t a n t sG T Awww.gta.com.au

PRELIMINARY PLANFOR DISCUSSION PURPOSES ONLY

SUBJECT TO CHANGE WITHOUTNOTIFICATION

Melbourne 03 9851 9600Sydney 02 8448 1800Brisbane 07 3113 5000Adelaide 08 8334 3600Perth 08 6169 1000

31N171710- OFN171710-02-P1.DWG

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03.07.19

WOOLWORTHS DISTRIBUTION CENTRE MINCHINBURY SWEPT PATH ASSESSMENT - 20m AV PARKING

OF01 03 P131 37 P1N171710-02-31

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CAD FILE NO.

WARNINGTHE LOCATIONS OF UNDERGROUND SERVICES ARE

APPROXIMATE ONLY AND THEIR EXACT POSITIONSHOULD BE PROVEN ON SITE. NO GUARANTEE IS

GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.

BEWARE OF UNDERGROUND SERVICES

c o n s u l t a n t sG T Awww.gta.com.au

PRELIMINARY PLANFOR DISCUSSION PURPOSES ONLY

SUBJECT TO CHANGE WITHOUTNOTIFICATION

Melbourne 03 9851 9600Sydney 02 8448 1800Brisbane 07 3113 5000Adelaide 08 8334 3600Perth 08 6169 1000

32N171710- OFN171710-02-P1.DWG

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03.07.19

WOOLWORTHS DISTRIBUTION CENTRE MINCHINBURY SWEPT PATH ASSESSMENT - 20m AV PARKING

OF01 03 P132 37 P1N171710-02-32

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CAD FILE NO.

WARNINGTHE LOCATIONS OF UNDERGROUND SERVICES ARE

APPROXIMATE ONLY AND THEIR EXACT POSITIONSHOULD BE PROVEN ON SITE. NO GUARANTEE IS

GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.

BEWARE OF UNDERGROUND SERVICES

c o n s u l t a n t sG T Awww.gta.com.au

PRELIMINARY PLANFOR DISCUSSION PURPOSES ONLY

SUBJECT TO CHANGE WITHOUTNOTIFICATION

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33N171710- OFN171710-02-P1.DWG

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03.07.19

WOOLWORTHS DISTRIBUTION CENTRE MINCHINBURY SWEPT PATH ASSESSMENT - 20m AV PARKING

OF01 03 P133 37 P1N171710-02-33

EXISTINGAMBIENT DC

EX. TRUCKREFUELLING

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APPROXIMATE ONLY AND THEIR EXACT POSITIONSHOULD BE PROVEN ON SITE. NO GUARANTEE IS

GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.

BEWARE OF UNDERGROUND SERVICES

c o n s u l t a n t sG T Awww.gta.com.au

PRELIMINARY PLANFOR DISCUSSION PURPOSES ONLY

SUBJECT TO CHANGE WITHOUTNOTIFICATION

Melbourne 03 9851 9600Sydney 02 8448 1800Brisbane 07 3113 5000Adelaide 08 8334 3600Perth 08 6169 1000

34N171710- OFN171710-02-P1.DWG

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03.07.19

WOOLWORTHS DISTRIBUTION CENTRE MINCHINBURY LAYOUT

OF01 03 P134 37 P1N171710-02-34

EXISTINGAMBIENT DC

EX. TRUCKREFUELLING

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CAD FILE NO.

WARNINGTHE LOCATIONS OF UNDERGROUND SERVICES ARE

APPROXIMATE ONLY AND THEIR EXACT POSITIONSHOULD BE PROVEN ON SITE. NO GUARANTEE IS

GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.

BEWARE OF UNDERGROUND SERVICES

c o n s u l t a n t sG T Awww.gta.com.au

PRELIMINARY PLANFOR DISCUSSION PURPOSES ONLY

SUBJECT TO CHANGE WITHOUTNOTIFICATION

Melbourne 03 9851 9600Sydney 02 8448 1800Brisbane 07 3113 5000Adelaide 08 8334 3600Perth 08 6169 1000

35N171710- OFN171710-02-P1.DWG

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03.07.19

WOOLWORTHS DISTRIBUTION CENTRE MINCHINBURY SWEPT PATH ASSESSMENT - PRIME MOVER

OF01 03 P135 37 P1N171710-02-35

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WARNINGTHE LOCATIONS OF UNDERGROUND SERVICES ARE

APPROXIMATE ONLY AND THEIR EXACT POSITIONSHOULD BE PROVEN ON SITE. NO GUARANTEE IS

GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.

BEWARE OF UNDERGROUND SERVICES

c o n s u l t a n t sG T Awww.gta.com.au

PRELIMINARY PLANFOR DISCUSSION PURPOSES ONLY

SUBJECT TO CHANGE WITHOUTNOTIFICATION

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36N171710- OFN171710-02-P1.DWG

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03.07.19

WOOLWORTHS DISTRIBUTION CENTRE MINCHINBURY SWEPT PATH ASSESSMENT - 25m AV WASH BAY IN

OF01 03 P136 37 P1N171710-02-36

EXISTINGAMBIENT DC

EX. TRUCKREFUELLING

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WARNINGTHE LOCATIONS OF UNDERGROUND SERVICES ARE

APPROXIMATE ONLY AND THEIR EXACT POSITIONSHOULD BE PROVEN ON SITE. NO GUARANTEE IS

GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.

BEWARE OF UNDERGROUND SERVICES

c o n s u l t a n t sG T Awww.gta.com.au

PRELIMINARY PLANFOR DISCUSSION PURPOSES ONLY

SUBJECT TO CHANGE WITHOUTNOTIFICATION

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37N171710- OFN171710-02-P1.DWG

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03.07.19

WOOLWORTHS DISTRIBUTION CENTRE MINCHINBURY SWEPT PATH ASSESSMENT - 25m AV WASH BAY OUT

OF01 03 P137 37 P1N171710-02-37

www.gta.com.au