construction traffic & pedestrian management sub …€¦ · construction traffic and...

PDC Consultants

[email protected] | www.pdcconsultants.com.au

+61 2 7900 6514 | Suite 202 / 37-39 Abercrombie St, Chippendale NSW 2008

CONSTRUCTION TRAFFIC & PEDESTRIAN

MANAGEMENT SUB-PLAN

Parramatta West Public School

Prepared for: Taylor Construction Group

Reference: 0220r01v06

Date: 31/03/2020

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0220r01v06 | 31/03/2020 Parramatta West Public School | Construction Traffic & Pedestrian Management Sub-Plan

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Document History

REFERENCE DATE DETAILS PREPARED BY1 APPROVED BY

0220r01v01 30/01/2020 Draft Issue to Client,

Council and Transport for NSW

Julius Boncato Paul Corbett

0220r01v02 11/02/2020 Issue to Client Julius Boncato Julius Boncato





Note:

1: Copy of Curriculum Vitae (CV) of report author provided as Appendix A.

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Table of Contents

1. Introduction 6

1.1. Overview 6

1.2. Consultation 10

1.3. Structure of this Plan 11

1.4. References 11

2. Existing Conditions 12

2.1. Location and Site 12

2.2. Road Network 15

2.3. Public & Active Transport 16

3. Overview of Construction Program 20

3.1. Hours of Work 20

3.2. Staging and Duration of Works 21

4. Traffic Management 24

4.1. Vehicular Access 24

4.2. Truck Routes 25

4.3. Works Zone 33

4.4. Site Establishment 33

4.5. Pedestrian Access & Protection 34

4.6. School Users (Staff & Students) – Access & Protection 35

4.7. Traffic Control Plans 35

4.8. Crane Requirements 36

4.9. Heavy Vehicle Driver Code of Conduct 36

5. Construction Impacts 37

5.1. Contractor Parking Demand & Impacts 37

5.2. Traffic Generation & Impacts 37

5.3. Pedestrian & Cyclist Access 38

5.4. Public Transport 38

5.5. Emergency Vehicle Access 39

5.6. Cumulative Impacts with Parramatta Light Rail Construction 39

6. Management Plan Implementation 40

6.1. Statutory Requirements 40

6.2. Performance Indicators & Criteria 40

6.3. Traffic Management Monitoring & Reporting 40

6.4. Contingency Plan 41

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6.5. Incidents, Non-Compliance with Statutory Requirements & Complaints 41

6.6. Periodic Review & Report Update 42

7. Conclusions 43

List of Figures

Figure 1: Location & Road Hierarchy Plan 13

Figure 2: Site Plan 14

Figure 3: Public & Active Transport Services 18

Figure 4: Sydney Trains Rail Network – Suburban 19

Figure 5: Pre-Construction & Stage 1 Truck Routes To / From Site 28

Figure 6: Pre-Construction & Stage 1 Truck Routes From Railway Street Exit-Only Driveway 29

Figure 7: Pre-Construction & Stage 1 Truck Routes To / From Crimea Street Work Zone 30

Figure 8: Stage 2 Truck Routes To / From Franklin Street Work Zones 31

Figure 9: Stage 2 Truck Routes To / From the Auburn Street Work Zone & South Site Loading Zone 32

List of Tables

Table 1: Relevant Conditions & Where Addressed in this Report 7

Table 2: Comments Raised by Relevant Agencies & Responses 10

Table 3: Description of School Boundaries 12

Table 4: Bus Services 16

Table 5: Rail Services 17

Table 6: Construction Staging & Duration 21

Table 7: Trip Generation of Trucks 38

Table 8: Performance Indicators & Measures 40

Table 9: Potential Unpredicted Scenario and Appropriate Course of Action 41

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Appendices

Appendix A: Curriculum Vitae (CV) of Report Author – Julius Boncato

Appendix B1: Council Email Correspondence

Appendix B2: TfNSW Email Correspondence

Appendix C: Project Plan, prepared by Taylor Construction Group

Appendix D: Swept Path Analysis Drawings

Appendix E: Traffic Control Plans

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1. Introduction

1.1. Overview

PDC Consultants has been commissioned by Taylor Construction Group (Taylor) to prepare a Construction Traffic &

Pedestrian Management Sub-Plan (Plan) for construction works relating to the Parramatta West Public School,

located at Young Street, Parramatta. The works would be undertaken in accordance with State Significant

Development Application, SSDA 8790 (the Consent), which grants consent for the redevelopment of Parramatta

West Public School with the following characteristics:

• The construction of a new two-storey building comprising:

• New home bases;

• Multipurpose hall;

• Administration areas; and

• Canteen, staff amenities and storage facilities.

• New formalised entry and forecourt fronting Railway Street and gated entry from Crimea Street;

• Internal alterations to two (2) existing buildings to create home bases and administration areas;

• Landscaping works including open spaces improvements, tree removal, fencing and pathways;

• Provision of a new entry / exit driveway onto First Avenue to serve the relocated car park; and

• Stormwater management works.

The purpose of this Plan is to detail the proposed traffic management arrangements that are to be implemented for construction of the development which seek to minimise the impact on public amenity and safety. This Plan has been prepared in accordance with the relevant conditions outlined in SSDA 8790 which has been reproduced overleaf in Table 1 for reference.

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Table 1: Relevant Conditions & Where Addressed in this Report

CONDITION NO. DESCRIPTION RELEVANT SECTION OF THIS REPORT

A8 Evidence of Consultation

Where conditions of this consent require consultation with an identified party, the Applicant must:

(a) Consult with the relevant party prior to submitting the subject document for information; and

(b) Provide details of the consultation undertaken including:

(i) The outcome of that consultation, matters resolved and unresolved, and;

(ii) Details of any disagreement remaining between the part consulted and the Applicant and how the Applicant has addressed the matters not resolved.

Section 1.2 & Appendix B

B21 Environmental Management Plan Requirements

Management plans required under this consent must be prepared in accordance with relevant guidelines, and include:

(a) Detailed baseline data; Section 2.0

(b) Details of:

(i) The relevant statutory requirements (including any relevant approval, license or lease conditions);

Section 6.1

(ii) Any relevant limits or performance measures and criteria; and Section 6.2

(iii) The specific performance indicators that are proposed to be used to judge the performance of, or guide the implementation of, the development or any management measures;

Section 6.2

(c) A description of the measures to be implemented to comply with the relevant statutory requirements, limits, or performance measures and criteria;

Section 6.2

(d) A program to monitor and report on the:

(i) Impacts and environmental performance of the development; Section 6.3

(ii) Effectiveness of the management measures set out pursuant to paragraph (c) above;

Section 6.3

(e) A contingency plan to manage any unpredicted impacts and their consequences and to ensure that ongoing impacts reduce to levels below relevant impact assessment criteria as quickly as possible;

Section 6.4

(f) A program to investigate and implement ways to improve the environmental performance of the development over time;

Section 6.3

(g) A protocol for managing and reporting any:

(i) Incident and any non-compliance (specifically including any exceedance of the impact assessment criteria and performance criteria);

Section 6.5

(ii) Complaint; Section 6.5

(iii) Failure to comply with statutory requirements; and Section 6.5

(h) A protocol for periodic review / update of the plan and any updates in response to incidents or matters of non-compliance.

Section 6.6

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Table 1: Relevant Conditions & Where Addressed in this Report - Continued


B23

Construction Traffic and Pedestrian Management Sub-Plan

The Construction Traffic and Management Sub-Plan (CTPMSP) must be prepared to achieve the objective of ensuring safety and efficiency of the road network and address, but not be limited to, the following:

(a) Be prepared by a suitably qualified and experienced person(s); Page 2 of this Report & Appendix A

(b) Be prepared in consultation with Council and TfNSW; Section 1.2

(c) Include location of all proposed work zones; Section 4.3 & Appendix C

(d) Details of the haulage routes and the construction hours; Section 3.1 & Section 4.2

(e) Details of estimated number and type of construction vehicle movements including morning and afternoon peak and off-peak movements for each stage of construction;

Section 5.2

(f) Details of the construction program highlighting details of peak construction activities and proposed construction staging;

Section 3.2

(g) Any potential impacts to general traffic, cyclists, pedestrians and bus services within the vicinity of the site from construction vehicles during the construction of the proposed works;

Sections 5.3-5.4

(h) Cumulative impacts of the proposed construction and ongoing projects in the Parramatta CBD including the Parramatta Light Rail (if any);

Section 5.6

(i) Detail the measures that are to be implemented to ensure road safety and network efficiency during construction in consideration of potential impacts on general traffic, cyclists and pedestrians and bus services;

Section 4.0

(j) Details of measures that are to be maintained to ensure the safety of the school users (students and staff) during construction works on the site including scheduling of work, diversion of pedestrian traffic, installation of temporary barriers;

Section 4.5 & Section 4.6

(k) Details of altered construction vehicle access from Crimea Street to ensure protection of tree No. 23 identified in the drawing titled Tree Removal and Retention Plan (Drawing No. 0003 Rev C) dated 22/06/2018 prepared by Conrad Gargett;

Section 4.4

(l) Details of heavy vehicle access to the site and construction materials delivery times to ensure that any access from Railway Street does not occur during the school peak times (8am – 3:30pm); and


(m) Detail heavy vehicle routes, access and parking arrangements.

Section 4.0 & Appendix D

B27 Heavy Vehicle Drive Code of Conduct

A Driver Code of Conduct must be prepared and communicated by the Applicant to heavy vehicle drivers and must address the following:

(a) Minimise the impacts of earthworks and construction on the local and regional road network;

(b) Minimise conflicts with other road users;

(c) Minimise road traffic noise; and

(d) ensure truck drivers use specified routes.

Section 4.9

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Table 1: Relevant Conditions & Where Addressed in this Report - Continued


B31 Construction Worker Transportation Strategy - Large Vehicles Holding / Parking Areas

Prior to the commencement of construction, the Applicant must provide sufficient parking facilities on-site for heavy vehicles (except the site personnel), to ensure that construction traffic associated with the development minimise use of public and residential streets or public parking facilities.

Section 4.4 & Appendix C

B32 Construction Worker Transportation Strategy

Prior to the commencement of construction, the Applicant must submit the following information to the satisfaction of the Certifying Authority:

(a) Evidence (such as a drawing or a plan) that at least 50% of the total construction workers’ parking can be provided within the North Site; or

(b) A Construction Worker Transportation Strategy detailing the provision of sufficient parking facilities or other travel arrangements for construction workers in order to minimise demand for parking in nearby public and residential streets or public parking facilities; and

(c) Details of a tool storage area within the construction site so that the construction workers can store their tools on the site, when using public transport to commute to and from the Site.

Section 2.3, Section 4.4, Section 5.1 & Appendix C

C9 Construction Traffic

All construction vehicles (excluding construction worker vehicles) are to be contained wholly within the site, except if located in an approved on-street work zone, and vehicles must enter the site before stopping.

Section 4.3, Section 4.4 & Appendix C

BC10 Construction Traffic

Construction vehicles must not utilise the Railway Street access to the site between 8am - 9:30am and 2:30pm – 3:30pm on school days (school peak hours).


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1.2. Consultation

In accordance with Condition A8 and B23(b) of the Consent, consultation is required to be undertaken with

Parramatta City Council (Council) and Transport for New South Wales (TfNSW) in the preparation of this Plan. PDC

Consultants contacted both Council and TfNSW on 14/01/2020 and it was agreed that the consultation process

would be undertaken in the following steps:

1. PDC Consultants would prepare a draft version of the Plan (being this report) and issue the Plan to Council

and TfNSW for comment;

2. Council and TfNSW would provide commentary on the draft version of the Plan and if required, the Plan

would be amended to address the comments received;

3. PDC Consultants would issue a revised version of the Plan to the Principal Certifying Authority for approval.

Table 2 below summarises the comments provided by Council and TfNSW and subsequent response. A copy of the

correspondence is provided as Appendix B for reference.

Table 2: Comments Raised by Relevant Agencies & Responses

NO.. COMMENT RESPONSE

PARRAMATTA CITY COUNCIL

- N.B: No comment from Council in relation to draft Plan. Refer to Appendix B for reference.

No response / action required.

TRANSPORT FOR NEW SOUTH WALES (TfNSW)

1.

Please note that this CTMP would need to be reviewed by the City of Parramatta Council –as the roads surrounding Parramatta West Public School are classified as local roads. It is recommended that you submit the CTMP to the City of Parramatta Council for their review.

The draft Plan (ref: 0220r01v01) was submitted to Council for comment on 30/01/2020.

2.

Transport for NSW (TfNSW) also notes that the construction of a new building fronting Crimea Street would require a new school zone as part of a new access point – as such TfNSW would require a detailed plan indicting the location of the new access point and the proposed new school zone – fronting Crimea Street.

In accordance with Condition AN13 of the Consent, detailed plans of the school zone – fronting Crimea Street will be provided 8 weeks prior to the commencement of operation.

This Plan is not required to address this requirement.

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1.3. Structure of this Plan

This Plan is based upon information provided by Taylor, and should be read in the context of other construction

documentation submitted separately. The remainder of this Plan is structured as follows:

• Section 2: Describes the site and existing traffic and parking conditions in the locality;

• Section 3: Provides an overview of the construction program;

• Section 4: Discusses the proposed traffic management measures;

• Section 5: Discusses the expected impacts resulting from the construction activities;

• Section 6: Presents the overall study conclusions.

1.4. References

In preparing this Plan, reference has been made to the following guidelines / standards:

• Roads and Maritime Services (RMS) Traffic Control at Work Sites Manual, Version 5.0;

• Australian Standard AS 1742.3-2009, Part 3: Traffic Control for Works on Roads;

• Australian Standard AS 2890.2-2002, Part 2: Off-Street Commercial Vehicle Facilities.

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2. Existing Conditions

2.1. Location and Site

Parramatta West Public School (the School) is located approximately 1.5 kilometres south-west of Parramatta

Railway Station, 1.6 kilometres west of Harris Park Railway Station and 1.4 kilometres north of Merrylands Railway

Station, and 21 kilometres west of the Sydney CBD. More specifically, the School is located immediately north of

the Burnett Street / M4 Western Motorway on-ramp and south of Jones Park, Parramatta.

The School is comprised of two (2) parcels of land having a total area of approximately 24,400m2. For the purposes

of this Plan, the northern and southern parcels of land will be referred to as the ‘North Site’ and ‘South Site’

respectively. Table 3 below provides an understanding of the approximate length of each boundary of the School

and provides a description of any bordering developments and street frontages.

Table 3: Description of School Boundaries

SITE BOUNDARY BOUNDARY

LENGTH BOUNDARY DESCRIPTION

North Site

North 120 metres Crimea Street frontage

South 120 metres Railway Street frontage

East 80 metres Borders neighbouring residential dwellings

West 80 metres Borders a Council park, Burra Reserve

South Site

North 160 metres Railway Street frontage

South 130 metres Railway Street and Young Street frontages

East 140 metres Franklin Street frontage and borders a neighbouring residential dwelling

West 70 metres Borders neighbouring residential dwellings

The North Site is currently used as a playground outdoor area for the School. The South Site currently

accommodates all school buildings / classrooms, administrative functions and playground space. All car parking for

the School is currently accommodated on-street, as all formerly available parking spaces on the site are occupied by

demountable classroom buildings.

Figures 1 and 2 overleaf provide an appreciation of the site’s location in both a broad and local context respectively.

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Figure 1: Location & Road Hierarchy Plan

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Figure 2: Site Plan

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2.2. Road Network

The road hierarchy in the vicinity of the site is shown by Figure 2, with the following roads considered noteworthy:

• M4 Western Motorway a major arterial road that runs between Haberfield in the east and Lapstone in the west, providing a direct connection between Western Sydney suburbs and Sydney CBD. Near the site, it is subject to 90km/h speed zoning restrictions and accommodates four (4) lanes of traffic in each direction within a 34 metre wide divided carriageway.

• Great Western Highway an RMS Highway, HW 5, that runs between the Sydney CBD in the east and the city of Bathurst in the west. Near the site, it is subject to 60km/h speed zoning restrictions, accommodates 2-3 lanes of traffic in each direction and carries approximately 36,000 vehicles per day.

• Auburn Street a local road that runs in a north-west to south-east direction between Pitt Street in the south-east and connecting with Railway Street in the north-west. It is generally subject to 50km/h speed zoning restrictions however, 40km/h School Zone restrictions apply between the hours of 8:00-9:30am and 2:30-4:00pm on school days only. It accommodates a single lane of traffic in each direction and permits unrestricted parallel parking along both kerbsides.

• Railway Street a local road that generally runs in an east-west direction connecting with Inkerman Street in the east and Auburn Street in the west. Near the site, it is generally subject to 50km/h speed zoning restrictions however, 40km/h School Zone restrictions apply between the hours of 8:00-9:30am and 2:30-4:00pm on school days only. It accommodates a single lane of traffic in each direction and generally permits unrestricted parallel parking along both kerbsides. However, ‘No Parking’ restrictions apply along the southern kerbside, along the South Site frontage, between the hours of 8:00-9:30am and 2:30-4:00pm on school days only.

• Franklin Street a local road that generally runs in a north-south direction between Great Western Highway in the north and Auburn Street in the south. Near the site, it is generally subject to 50km/h speed zoning restrictions however, 40km/h School Zone restrictions apply between the hours of 8:00-9:30am and 2:30-4:00pm on school days only. It accommodates a single lane of traffic in each direction and permits unrestricted parallel parking along both kerbsides.

• Crimea Street a local road that runs in an east-west direction between Marsden Street in the east and Burnett Street in the west. Near the site, it is generally subject to 50km/h speed zoning restrictions however, 40km/h School Zone restrictions apply between the hours of 8:00-9:30am and 2:30-4:00pm on school days only. It accommodates a single lane of traffic in each direction and permits unrestricted parallel parking along both kerbsides.

• Young Street a local road that runs in an east-west direction between Pitt Street in the east and forming a cul-de-sac at its western end, to the west of Franklin Street (i.e. it does not access Auburn Street). It is generally subject to 50km/h speed zoning restrictions however, 40km/h School Zone restrictions apply between the hours of 8:00-9:30am and 2:30-4:00pm on school days only. It accommodates a single lane of traffic in each direction and permits unrestricted parallel parking along both kerbsides.

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2.3. Public & Active Transport

2.3.1. Bus Services

The Integrated Public Transport Service Planning Guidelines, Sydney Metropolitan Area, states that the walking

catchment for metropolitan bus services includes all areas within a 400 metre radius of a bus stop. As can be seen

from Figure 3, the site is situated within 400 metres of several bus stops along Burnett Street, Crimea Street and

Railway Street. A number of additional bus services are also accessible within an 800 metre radius. Table 4 below

shows the notable town centres that are accessible via these bus services and the average service headways during

peak and off-peak periods.

Table 4: Bus Services

ROUTE NO. ROUTE

(TO / FROM) ROUTE DECRIPTION AVERAGE HEADWAY

802 Liverpool to Parramatta Via Green Valley

Weekdays: 15-35 minutes peak / 30 minutes off peak

Weekends: 30 minutes

804 Liverpool to Parramatta Via Hinchinbrook

Weekdays: 15 minutes peak / 30 minutes off peak


806 Liverpool to Parramatta Via Abbotsbury

Weekdays: 15 minutes afternoon peak / 30 minutes off peak

Weekends: 30 minutes on Saturdays / 1 hour on Sundays

809 Pemulwuy to Merrylands Via South Wentworthville Weekdays: 30 minutes peak / 1 hour off peak

Weekends: 1 hour

810 Merrylands to Parramatta Via Pemulwuy Weekdays: 1 hour

Weekends: 1 hour

810X Merrylands to Parramatta Via Great Western Highway Weekdays: 10-20 minutes

Weekends: No services

811 Pemulwuy to Parramatta Via Hilltop Road

Weekdays: 30-40 minutes peak / 1 hour off peak

Weekends: 1 hour

811X Pemulwuy to Parramatta Via South Wentworthville Weekdays: 30 minutes peak only


818 Westmead to Merrylands Via Wentworthville & Greystanes Weekdays: 1 hour


T80 Liverpool to Parramatta Via T-Way Weekdays: 10 minutes


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2.3.2. Rail Services

The Integrated Public Transport Service Planning Guidelines, Sydney Metropolitan Area, states that the walking

catchment for metropolitan railway stations includes all areas within an 800 metre radius of a station. It can be

seen from Figure 3, that Parramatta, Harris Park and Merrylands Railway Stations are located outside the typical

walking catchment area, being between 1.4-1.6 kilometres from the School. Notwithstanding, it is noted that the

above railway stations could be accessed within a 15-20 minute bus commute and hence, construction workers

would also be able to access the Sydney rail network, as shown by Figure 4.

Table 5 below shows the railway lines serving each railway station, notable town centres along each line and the

average service headways during peak and off-peak periods.

Table 5: Rail Services

RAILWAY LINE NOTABLE TOWN CENTRES ALONG LINE AVERAGE HEADWAYS

PARRAMATTA RAILWAY STATION

T1 Richmond Line Richmond, Schofields, Quakers Hill, Blacktown, Seven Hills, Parramatta, Clyde,

Lidcombe, Strathfield, Redfern & Sydney CBD

Weekdays: 5-15 minutes

Weekends:5-15 minutes

T1 Western Line Emu Plains, Penrith, St Marys, Blacktown, Seven Hills, Parramatta, Clyde,

Lidcombe, Strathfield, Redfern & Sydney CBD

Weekdays: 5-15 minutes

Weekends:5-15 minutes

T2 Inner West & Leppington Line

Leppington, Glenfield, Liverpool, Cabramatta, Parramatta, Clyde, Lidcombe, Homebush, Strathfield, Ashfield, Redfern, Sydney CBD



T5 Cumberland Line Richmond, Schofields, Quakers Hill, Blacktown, Seven Hills, Parramatta,

Cabramatta, Liverpool, Glenfield, Sydney CBD

Weekdays: 30 minutes


HARRIS PARK & MERRYLANDS RAILWAY STATIONS

T2 Inner West & Leppington Line

Leppington, Glenfield, Liverpool, Cabramatta, Parramatta, Clyde, Lidcombe, Homebush, Strathfield, Ashfield, Redfern, Sydney CBD



T5 Cumberland Line Richmond, Schofields, Quakers Hill, Blacktown, Seven Hills, Parramatta,

Cabramatta, Liverpool, Glenfield, Sydney CBD

Weekdays: 30 minutes


2.3.3. Cycle Network

Figure 3 also shows that the site has relatively good access to the local bicycle network. Whilst no cycle paths are

immediately provided along the School’s street frontages, off-road cycle paths are located along Banks Street and

the M4 Western Motorway. These are provided to the north and south of the School respectively, and connect to

the wider cycle network.

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Figure 3: Public & Active Transport Services

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Figure 4: Sydney Trains Rail Network – Suburban

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3. Overview of Construction Program

3.1. Hours of Work

The hours of work will be in accordance with Conditions C4-7 of SSDA 8790, which have been reproduced below for

reference:

Construction Hours

C4. Construction, including the delivery of materials to and from the site, may only be carried out between the

following hours:

(a) Between 7am and 6pm, Mondays to Fridays inclusive; and

(b) Between 8am and 1pm, Saturdays

No work may be carried out on Sundays or public holidays.

C5. Construction activities may be undertaken outside of the hours in Condition C4 if required:

(a) By the Police or a public authority for the delivery of vehicles, plant or materials; or

(b) In an emergency to avoid the loss of life, plant or materials; or

(c) Where the works are inaudible at the nearest sensitive receivers; or

(d) Where a variation is approved in advance in writing by the Planning Secretary or his nominee if

appropriate justification is provided for the works.

C6. Notification of such construction activities as referenced in Condition C5 must be given to affected residents

before undertaking the activities or as soon as is practical afterwards.

C7. Rock breaking, rock hammering, sheet piling, pile driving, and similar activities may only be carried out

between the following hours;

(a) 9am to 12pm, Monday to Friday;

(b) 2pm to 5pm Monday to Friday; and

(c) 9am to 12pm, Saturday.

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3.2. Staging and Duration of Works

3.2.1. Construction Program

Table 6 below shows the constructions works will be broken into the three (3) stages including a pre-construction

phase, and comprise a number of different phases.

Table 6: Construction Staging & Duration

STAGE DESCRIPTION CONSTRUCTION COMMENCEMENT DATE DURATION

Pre - Construction

Pre-Construction Works within North Site

• Demolition January 2020 0.5 months (2 weeks)

• Remediation Works January 2020 2 months

1

Construction of Building 1 (North Site)

• Structure March 2020 4 months

• Fitout & Finishes June 2020 7 months

2 Internal works within Buildings 2 and 3 (South Site)

• Fitout & Finishes December 2020 4 months

TOTAL DURATION: 17.5 months

Reference should also be made to the Project Plan provided as Appendix C indicating the staging of works, extent of

the work areas, location construction vehicle accesses, site fencing and hoarding requirements and location of site

amenities.

3.2.2. Pre-Construction Within North Site

Demolition

The demolition phase will require approximately 0.5 months (2 weeks) to complete and will require in the order of 10 on-site workers. Construction works will primarily include site establishment, tree removal and demolition of existing structures.

The largest truck to be utilised during this phase of construction will be a 19.0 metre truck and dog combination, which would enter and exit the North Site in a forward direction. All vehicle movements are to occur via a 10.0 metre wide construction vehicle access driveway onto Crimea Street.

Remediation Works

The remediation works phase will require approximately 2 months to complete and will require in the order of 20 on-site workers. Construction works will primarily include stripping the topsoil and cut and fill of soil to attain the required design levels.

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Similarly, this construction phase will primarily utilise a 19.0 metre truck and dog combination with all entry / exit vehicle movements occurring in a forward direction via the 10.0 metre wide construction vehicle access driveway onto Crimea Street.

3.2.3. Stage 1 – Construction of Building 1 (North Site)

Structure and Fitout & Finishes

The structure phase of Stage 1 will require approximately 4 months to complete and will require in the order of 40 on-site workers. Works include concrete pouring, delivery of materials and the construction of the main building.

The fitout & finishes phase of Stage 1 will require approximately 7 months to complete and will require in the order of 60 on-site workers. Construction works include installation of mechanical services, fixtures and cabinetry.

During these stages, 12.5 metre Heavy Rigid Vehicles (HRVs) will primarily be utilised however, as advised by Taylor, the infrequent use of a 20.0 metre Articulated Vehicle (AV) may be required. Vehicles will enter and exit the North Site in a forward direction via the construction vehicle access driveway onto Crimea Street.

An alternative construction vehicle access driveway onto Railway Street may be utilised during the structure and fitout / finishes phases of construction however, this will be restricted for the use of 12.5 metre HRVs only and outside the typical school peak period of 8:00am-3:30pm, in accordance with Conditions B23(l) and C10 of the Consent.

The use of a Works Zone will be required during the structure and fitout / finishes phases for Stage 1, and this will be located along the Crimea Street frontage of the North Site, as shown by the Project Plan provided as Appendix C. Given the constraints associated with nearby intersections and the required trucks routes to/from the site, access to the Works Zone will be restricted to 12.5 metre HRVs only. In this regard, all loading / unloading of 20.0 metre AVs will be undertaken on-site.

3.2.4. Stage 2 – Fitout & Finishes of Buildings 2 & 3 (South Site)

Stage 2 works will require approximately 4 months to complete and will require in the order of 40 on-site workers.

Construction works will include the internal strip-out of Buildings 2 and 3, and installation of fixtures and

refurbishment of both buildings.

The proposed loading areas / Works Zones for Stage 2 are shown by the Project Plan provided as Appendix C and

will comprise of the following:

• Two (2) Works Zones located along the South Site frontage to Franklin Street;

• One (1) Works Zone located along Auburn Street to the south of the South Site;

• One (1) on-site loading area located at the south-east corner of the South Site, accessed via an existing driveway onto Young Street.

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Trucks accessing the Works Zones will be limited to 12.5 metre HRVs with all entry and exit movements occurring in

a forward direction. Trucks accessing the on-site loading area will be limited to 8.8 metre Medium Rigid Vehicles

and given the constraints at this location, drivers will be required to reverse into the loading under the supervision

and management of an on-site RMS certified traffic controller. All exit movements from the on-site loading bay will

occur in a forward direction.

Workers will be required to manually handle materials when loading / unloading trucks from both the Work Zones

and on-site loading area.

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4. Traffic Management

4.1. Vehicular Access

4.1.1. Pre-Construction & Stage 1

Vehicle access to the North Site during the pre-construction and Stage 1 works will require the construction of three

(3) temporary construction access driveways including:

• 10.0 metre wide combined entry / exit construction driveway at the north-western corner of the North Site, onto Crimea Street.

• 10.0 metre wide exit-only construction driveway onto Railway Street. This driveway will be restricted for use by vehicles up to a 12.5 metre HRV and movements would only be permitted outside the typical school peak period of 8:00am-3:30pm, in accordance with Conditions B23(l) and C10 of the Consent.

• 6.0 metre wide combined entry / exit construction driveway at the north-eastern corner of the North Site, onto Crimea Street. This driveway will only be used infrequently for access by a mobile crane.

With regard for the above, swept path analysis was undertaken in accordance with AS 2890.2-2018 to confirm that

the proposed widths of the construction access driveways are sufficient to accommodate the entry and exit turn

movements by construction vehicles including a 12.5 metre HRV, 19.0 metre truck and dog combination and

20.0 metre AV. Analysis of the 6.0 metre wide driveway was not undertaken and instead, Taylor has confirmed that

the driveway is adequate to accommodate entry / exit movements by the proposed mobile crane.

The results of the analysis confirm that the proposed 10.0 metre wide access driveways are sufficient for all stages,

and confirm that all trucks including a 12.5 metre HRV, 19.0 metre truck and dog combination and 20.0 metre AV

will be able to satisfactorily enter and exit the site / work areas in a forward direction. The relevant swept path

drawings are provided in Appendix D for reference.

4.1.2. Stage 2

During Stage 2, the use of an existing 4.0 metre wide combined entry / exit driveway onto Young Street will be required for use by vehicles up to and including an 8.8 metre MRV. To enter, trucks will be required to reverse from Young Street into the on-site loading zone under the supervision and management of an on-site RMS certified traffic controller. To exit, trucks will leave the site in a forward direction.

Swept path analysis was undertaken of the above arrangements in accordance with AS 2890.2-2018 to confirm the existing access driveway is sufficient to accommodate the entry and exit turn movements of an 8.8 metre MRV. The results included as Appendix D confirm satisfactory access by an 8.8 metre MRV will be achieved.

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4.2. Truck Routes

4.2.1. Overview

Given the heightened safety risks of having construction vehicle movements occur in close proximity to a school, it

is considered appropriate that a restriction be imposed on the arrival and departure times of construction vehicle

movements to / from the site. In this regard, it is recommended that no trucks be permitted to arrive at or depart

from the School during the school drop-off and pick-up periods of 8:00am-9:30am and 2:30pm-4:00pm on school

days only. This restriction will provide a safer outcome and is therefore recommended for adoption.

The proposed truck routes to / from the School are illustrated by Figures 5-10 overleaf. It is noted that separate

truck routes have been derived for each construction stage / phase to ensure that impacts on neighbouring

residents and businesses are minimised as much as possible, noting that the location of the access driveway and

Works Zones will change during each stage / phase. The proposed inbound and outbound routes for each stage can

be summarised as follows:

4.2.2. Pre-Construction & Stage 1

Truck Routes to / from the North Site (Figure 5)

All inbound truck movements to the North Site shall occur via the following routes:

• From the West: Great Western Highway, Burnett Street & Crimea Street;

• From the East: M4 Western Motorway, Burnett Street & Crimea Street.

All outbound truck movements from the North Site shall occur via the following routes:

• To the West: Crimea Street, Burnett Street & Great Western Highway;

• To the East: Crimea Street, Burnett Street & M4 Western Motorway.

The construction access driveway onto Railway Street will be used infrequently for exiting vehicles up to and including a 12.5m HRV. It is emphasised this driveway will only operate outside the typical school times of 8:00am-3:30pm (inclusive of the school drop-off / pick-up periods) on school days only. In this regard, the outbound truck movements via the Railway Street exit-only driveway are shown by Figure 6 and are as follows:

• To the West: Railway Street, Franklin Street, Crimea Street, Burnett Street & Great Western Highway;

• To the East: Railway Street, Franklin Street, Crimea Street, Burnett Street & M4 Western Motorway.

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Truck Routes to / from the Crimea Street Work Zone (Figure 7)

All inbound truck movements to the Crimea Street Work Zone shall occur via the following route:

• From the East/West: Great Western Highway, Pitt Street, Railway Street, Franklin Street & Crimea Street.

All outbound truck movements from the Crimea Street Work Zone shall occur via the following routes:

• To the West: Crimea Street, Burnett Street & Great Western Highway;

• To the East: Crimea Street, Burnett Street & M4 Western Motorway.

4.2.3. Stage 2

Truck Routes to / from the Franklin Street Works Zones (Figure 8)

All inbound truck movements to the Franklin Street Works Zones shall occur via the following route:

• From the East/West: Great Western Highway, Pitt Street, Young Street & Franklin Street.

All outbound truck movements from the Franklin Street Work Zones shall occur via the following routes:

• To the West: Franklin Street, Crimea Street, Burnett Street & Great Western Highway;

• To the East: Franklin Street, Crimea Street, Burnett Street & M4 Western Motorway.

Truck Routes to / from the Auburn Street Works Zone (Figure 9)

All inbound truck movements to the Auburn Street Works Zone shall occur via the following route:

• From the East: M4 Western Motorway, Burnett Street, Crimea Street, Franklin Street, Railway Street & Auburn Street;

• From the West: Great Western Highway, Burnett Street, Crimea Street, Franklin Street, Railway Street & Auburn Street.

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27

All outbound truck movements from the Auburn Street Works Zone shall occur via the following routes:

• To the West: Auburn Street, Franklin Street, Crimea Street, Burnett Street & Great Western Highway;

• To the East: Auburn Street, Franklin Street, Crimea Street, Burnett Street & M4 Western Motorway.

Truck Routes to / from the On-Site Loading Area within the South Site (Figure 9)

All inbound truck movements to the on-site loading area of the South Site shall occur via the following route:

• From the East: M4 Western Motorway, Burnett Street, Crimea Street, Franklin Street & Young Street;

• From the West: Great Western Highway, Burnett Street, Crimea Street, Franklin Street & Young Street.

All outbound truck movements from the on-site loading area of the South Site shall occur via the following routes:

• To the West: Young Street, Franklin Street, Crimea Street, Burnett Street & Great Western Highway;

• To the East: Young Street, Franklin Street, Crimea Street, Burnett Street & M4 Western Motorway.

Additionally, it is noted that a copy of the above routes and Figure 5-10 is required to be provided to all drivers prior

to attending the site.

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28

Figure 5: Pre-Construction & Stage 1 Truck Routes To / From Site

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29

Figure 6: Pre-Construction & Stage 1 Truck Routes From Railway Street Exit-Only Driveway

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30

Figure 7: Pre-Construction & Stage 1 Truck Routes To / From Crimea Street Work Zone

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31

Figure 8: Stage 2 Truck Routes To / From Franklin Street Work Zones

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Figure 9: Stage 2 Truck Routes To / From the Auburn Street Work Zone & South Site Loading Zone

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4.3. Works Zone

As discussed above, both Stage 1 and Stage 2 will require the provision of Work Zones, all of which are shown on the Project Plan provided as Appendix C. Details of the Works Zones are discussed in the sections below.

4.3.1. Stage 1

During the structure and fitout & finishes phases of Stage 1, a Works Zone will be required along the Crimea Street frontage. The extent of the Works Zone will be confirmed by the contractor upon submission of a Works Zone application to Council for approval.

As described in Section 2.2, the southern kerbside of Crimea Street permits unrestricted parallel parking along the North Site frontage. The exception is a bus stop located at the north-eastern corner which will be maintained.

4.3.2. Stage 2

Stage 2 will require the provision of three (3) Work Zones and one (1) on-site loading area including:

• Two (2) separate 12.5 metre long Works Zones located along the South Site frontage to Franklin Street;

• One (1) 12.5 metre long Works Zone located along Auburn Street to the south of the South Site;

• One (1) on-site loading area located at the south-east corner of the South Site, accessed via an existing driveway onto Young Street.

Having regard for the above, approval of any Works Zone would be subject to a separate application process through Council.

4.4. Site Establishment

4.4.1. On-Site Storage Area

The Project Plan included as Appendix C shows a designated Storage Area within the North Site. It is noted that this

area will be maintained appropriately to ensure tools, materials and like will not inhibit the ability for trucks and

construction vehicles to enter and exit the site in a forward direction.

4.4.2. On-Site Heavy Vehicle Standing / Parking Areas

The Project Plan included as Appendix C indicates an internal driveway within the North Site between Crimea Street

and Railway Street for the purposes of allowing heavy vehicles to stand on-site. Additionally, an on-site loading area

is provided on the south-eastern corner of the South Site for the purposes of unloading / loading material for works

associated with Building 2.

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34

4.4.3. Contractor Parking

A total of 14 car parking spaces are provided within the North Site for use by contractors. These car spaces will be

maintained throughout the entire duration of pre-construction, Stages 1 and 2. Further details regarding the

expected contractor parking demands are discussed in Section 5.1.

4.4.4. Protection for Tree No. 23

It is noted that Tree No. 23 as indicated on the Tree Retention and Removal Plan (ref: Drawing No.: 0003, Revision

C) dated 22/06/2018, prepared by Conrad Gargett is located on the north-western corner of the North Site, within

Council’s verge.

The main construction vehicle access driveway onto Crimea Street is located approximately 43 metres east of

Tree No. 23. Given the significant separation distance between Tree No.23 and the main Crimea Street

construction vehicle access, it is expected the construction works will have no detrimental impact on the subject

tree.

4.5. Pedestrian Access & Protection

4.5.1. General

RMS certified traffic controllers are required to be on-site at all times during work hours to supervise truck entry /

exit manoeuvres and to manage pedestrians at each of the proposed construction vehicle access driveways. In this

regard, it is noted that exiting vehicles are to wait for a suitable gap in both pedestrian and vehicular traffic flow

before proceeding to exit the site, ensuring that impacts on both vehicle and pedestrian traffic flow is minimised.

Additionally, it is emphasised that pedestrians, cyclists and motorists have right of way in regard to construction

vehicle entry / exit movements.

It is recommended that no trucks be permitted to arrive at or depart from the site during the school drop-off and

pick-up periods of 8:00am-9:30am and 2:30pm-4:00pm on school days only. This restriction will provide a safety

outcome for the School and is therefore recommended for adoption.

4.5.2. Stage 1

With reference to the Project Plan included as Appendix C, it is proposed that A-Class Hoarding be provided along

the northern, southern and eastern boundaries of the North Site. ATF fencing (with shade cloth) will be provided

along the eastern boundary which borders adjoining existing residential dwellings.

The fencing and hoarding arrangements will be installed prior to the commencement of works and will be

maintained until the completion of Stage 1.

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35

4.5.3. Stage 2

With reference to the Project Plan included as Appendix C, Stage 2 will involve the erection of A-Class hoarding to

secure three (3) separate work areas from the School. The proposed hoarding arrangements will be installed prior

to the commencement of Stage 2 and will be maintained until completion of works.

The above pedestrian protection arrangements are considered acceptable and will ensure that pedestrian safety

and access is maintained at all times.

4.6. School Users (Staff & Students) – Access & Protection

4.6.1. General

The proposed management measures for school users including staff and students will be consistent with the

measures outlined in Section 4.5. Having regard for the heightened pedestrian movement of school users around

the construction areas, the below sections outline additional measures to be implemented to ensure the safety of

school users.

4.6.2. Stage 1

During the structure and fitout & finishes phase of the Stage 1 works, a Works Zone will be required along the

Crimea Street frontage. To ensure the safety of general pedestrians and school users, it is proposed that all

pedestrians including school users be diverted to the northern footpath along Crimea Street. This is considered to

be appropriate noting there is no provision of a pedestrian footpath along the southern side of Crimea Street. As

indicated on the Traffic Control Plans provided as Appendix E and further discussed below, the provision of

temporary ‘Use Other Footpath’ signage will be provided at both ends of the Crimea Street Works Zone and

temporary pram ramps to facilitate safe crossing of Crimea Street. Additionally, it is noted that a traffic controller

will be located at the main construction vehicle access on Crimea Street and will manage the movements of

pedestrians / school users along the site frontage.

4.6.3. Stage 2

During Stage 2, traffic controllers will manage pedestrian movements near the proposed Works Zones with the

movement of construction materials between Building 2 & 3 and the Works Zones being manually handled by

tradesmen / builders.

4.7. Traffic Control Plans

A total of three (3) site-specific Traffic Control Plans (TCP) have been prepared for the construction of the

development and are included in Appendix E. The TCPs have been prepared to safely manage the following:

• TCP No. 1 – Management of the vehicle access driveways during the pre-construction stage being, demolition and remediation works.

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36

• TCP No. 2 – Management of the vehicle access driveways and Crimea Street Works Zone during Stage 1 structure and fitout & finishes.

• TCP No. 3 – Management of the vehicle access driveways, Works Zones and South Site on-site loading zone during Stage 2.

The TCPs demonstrate the proposed signage and traffic management measures to be adopted for each stage /

phase of the construction works and will ensure that vehicular, pedestrian and cyclist movements are managed

safely and efficiently. The TCPs have been designed in accordance with the requirements of the RMS Traffic Control

at Work Sites Manual and AS 1742.3 (2009), and are recommended for adoption.

4.8. Crane Requirements

Infrequent use of a 100T mobile crane is expected to be required during the structure and fitout & finishes phases

of Stage 1. The crane shall stand and operate within the North Site, and if required, the crane operator shall

arrange for any additional TCPs to be prepared and approved by the Principal Certifying Authority prior to operation

of the crane at the site.

4.9. Heavy Vehicle Driver Code of Conduct

In accordance with Condition B27 of the Consent, the following outlines the Heavy Vehicle Driver Code of Conduct

that is required to be adhered to at all times in association with the construction of the development:

• Obey all the laws and regulations that apply to vehicles on public and private roads;

• Respect the rights of others including, drivers, pedestrians and cyclists, to use and share the road space;

• Ensure that the vehicle is clean and good mechanical condition to reduce environmental impacts;

• Follow designated truck routes to / from the School;

• Abide by the standard hours of construction, as outlined in the Consent.

• Abide by the travel restrictions near a school to minimise the impact during the typical school peak times / periods where possible, including:

• Avoid arriving or departing to / from the site during the school peak periods of 8am-9:30am and 2:30pm-4pm; and

• Use of the Railway Street exit-only driveway shall only occur outside of the school peak times of 8:00am-3:30pm;

• Ensure heavy vehicles are standing or parked in designated areas on-site or within approved Works Zones.

Taylor will ensure all workers including heavy vehicle contractors are provided with a copy of the Heavy Vehicle Driver Code of Conduct.

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5. Construction Impacts

5.1. Contractor Parking Demand & Impacts

As illustrated by Figure 3, the School has good access to public transport services, particularly bus routes operating

along Crimea Street and Railway Street. The use of public transport and car-pooling will be actively encouraged by

the builder and all sub-contractors to reduce the reliance on private vehicles and minimise parking demands.

Having regard for the fitout & finishes phase of Stage 1 which is expected to require a maximum workforce of

60 persons, the following is noted:

• Approximately 10% of works are expected to utilise public / active transport for journeys to/from the School;

• An average car occupancy rate of 2.5 persons / car is expected for workers travelling to / from the School by private vehicle.

It is evident from the above that the expected car parking demand will be in the order of 22 car spaces. As per the Project Plan included as Appendix C, a total of 14 car spaces will be provided within the North Site and these will be maintained for the entire duration of the construction works. This contractor parking provision satisfies Condition B32(a) of the Consent, which requires Taylor to provide at least 50% of the expected contractor parking demand on-site.

The above on-site contractor parking provisions aim to minimise impacts on the school and neighbouring residents however, above all else, the parking spaces shall not be provided in a location that would inhibit the ability for trucks and construction vehicles to enter and exit the site in a forward direction.

5.2. Traffic Generation & Impacts

The traffic generated by the construction activities will vary across each of the construction stages and phases.

Table 7 overleaf provides an estimate of the expected light and heavy vehicle trips per day that will be generated by

the construction activities.

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Table 7: Trip Generation of Trucks

TYPE

PRE-CONSTRUCTION STAGE 1 STAGE 2

DEMOLITION REMEDIATION

WORKS STRUCTURE FITOUT & FINISHES FITOUT & FINISHES

DAILY TRUCK TRIPS

(HEAVY VEHICLES) 2-10 30-50 20-30 20-30 10-20

DAILY WORKER TRIPS

(LIGHT VEHICLES) 8 14 28 44 28

Note:

1: Accounts for 90% of workers will travel by private car and car occupancy rate of 2.5 persons / car.

In terms of truck movements, it is expected that both stages will generate moderate daily truck volumes with the

peak movements occurring during the remediation works phase with 30-50 truck movements per day. These

movements will be spread across a period of approximately 7 hours once the school drop-off / pick-up periods are

excluded. Private vehicles associated with contractors will vary across each phase / stage of construction with the

peak movements occurring during the fitout & finishes phase of Stage 1 with 44 vehicle trips per day.

The site has relatively good access to the arterial road network to the north and south of the site including Great

Western Highway and the M4 Western Motorway respectively. It is noted that the Great Western Highway carries

approximately 36,000 vehicles. The increase of up to 64-74 vehicle trips per day, being the worst-case scenario

under Stage 1, is therefore considered negligible in comparison to the background being, an only 0.2% increase in

traffic volumes and accordingly, it is expected that this increase would be accommodated with minimal impacts.

The traffic impacts of the proposed construction activities are therefore considered acceptable, as well as being

necessary in order to construct the development.

5.3. Pedestrian & Cyclist Access

RMS certified traffic controllers will be positioned at each construction access driveways during work hours to

manage vehicle and pedestrian movements at all times. Apart from construction vehicles being required to cross

the footpath to enter and exit the site, there is not expected to be any other impacts to pedestrian access.

Accordingly, pedestrian and cyclist access and safety shall be maintained along the site frontages at all times during

construction.

5.4. Public Transport

The construction activities will have no impact on the existing public transport services. This includes the existing

bus zone located along the Crimea Street site frontage.

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39

5.5. Emergency Vehicle Access

The construction activities will have no impact on emergency vehicle access to the site and accordingly, emergency

vehicle access will be available at all times. Should there be a need for emergency vehicle access, on-site workers

are to assist as necessary.

5.6. Cumulative Impacts with Parramatta Light Rail Construction

The Parramatta Light Rail (PLR) is a major infrastructure project currently being delivered by the NSW Government.

The PLR will be delivered in two (2) stages and are as follows:

• Stage 1: Connection between Westmead to Carlingford via the Parramatta CBD and Camellia.

• Stage 2: Connection with Stage 1 route to Sydney Olympic Park via Rydalmere. An alternative route from Camellia is currently under consideration.

Construction for the PLR Stage 1 works have begun as of January 2020 with works expected to be completed by 2023. Stage 2 of the PLR is currently under review and assessment. In relation to the works of the School, it is noted the construction works for the PLR Stage 1 will coincide. Reference was made to the Traffic, Transport and Access Management Sub-Plan: Infrastructure Works (Package 4) (PLR Traffic Report), dated November 2019 which assessed the construction traffic impacts of the PLR Stage 1 works.

It is noted the proposed truck routes for the School will not pass through any construction areas associated with the PRL Stage 1 works. Furthermore, whilst the PRL Traffic Report identified Great Western Highway as a haulage route for construction vehicles accessing the Parramatta CBD, the order of truck movements associated with the School is minor and would have minimal impact on any key intersection near the vicinity of the Parramatta CBD and along the Great Western Highway corridor.

As mentioned previously, the School has good access to the arterial road network (Great Western Highway & M4 Western Motorway via Burnett Street) which can readily accommodate the temporary increase in construction traffic throughout the duration of works. Accordingly, there is expected to be no detrimental impact as a result of the cumulative construction traffic associated with the School with the ongoing construction of the PRL Stage 1.

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6. Management Plan Implementation

6.1. Statutory Requirements

With respect to traffic and transport, the statutory requirement that is applicable to this Plan include, the RMS Traffic Control at Work Sites Manual: Version 5.0, the SSDA 8790 (the Consent) and the relevant Conditions as summarised in Table 1. This Plan has been developed to address each of the relevant Conditions.

6.2. Performance Indicators & Criteria

Table 8 below outlines the measures that will be used to assess the performance of this Plan.

Table 8: Performance Indicators & Measures

Aspect / Indicator Performance Criteria

Construction traffic volumes does not exceed predictions outlined in this Plan

• Compare actual construction traffic volumes with the predictions outlined in this Plan.

Contractor parking does not exceed predictions outlined in this Plan

• Compare actual construction parking demands with the predictions outlined in this Plan.

• Actively promote the use of public transport and carpooling to reduce parking demands.

Safe vehicle access and traffic management • Ensure all traffic management measures (i.e. signage, traffic controllers

etc.) as outlined in this Plan are implemented.

6.3. Traffic Management Monitoring & Reporting

To assess the effectiveness of the traffic management measures of this Plan and anticipated construction impacts, PDC Consultants will undertake a site audit two (2) months after commencement of works and will include but not limited to, a review of the following:

• Truck movements / routes;

• Construction site access arrangements;

• Contractor car parking;

• Traffic Control Plan implementation.

Following the site audit, a report will be prepared outlining the outcome of the inspection and any recommendations that could be implemented to improve the environmental performance and management of the construction traffic impacts.

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6.4. Contingency Plan

In the event of any unpredicted impacts and associated consequences that may arise, a contingency plan has been prepared to ensure that the appropriate course of action is taken. Table 9 below shows potential scenarios and the appropriate course of action to take.

Table 9: Potential Unpredicted Scenarios and Appropriate Courses of Action

SCENARIO ACTION

Traffic impacts exceed predictions outlined in this Plan Review this TMP including traffic management measures. If a revision of this Plan is required, submit to relevant Approval Authority for approval.

Traffic incident during construction Manage incident as per Section 6.4

Traffic management measure not implemented Review this TMP including traffic management measures. If a revision of this Plan is required, submit to relevant Approval Authority for approval.

6.5. Incidents, Non-Compliance with Statutory Requirements & Complaints

6.5.1. General

At the outset, it is noted that for all reporting of incidents, non-compliances and complaints associated with the construction works, Taylor is the first point of contact for correspondence.

If deemed necessary by Taylor, any incidents / complaints relating to traffic and transport may be referred to PDC Consultants to be reviewed on a case by case basis. Depending on the outcome of the review, a revision of the Plan may be required.

Any failure to comply with the statutory requirements mentioned in Section 6.1 may result in fines / penalties handed out by Council and/or the revoking of any Works Zones. It is noted the actual penalties for non-compliance is at the discretion of Council. Further information may be obtained by contacting Council or the project Council officer, if appointed.

6.5.2. Managing and Reporting of Incidents, Non-Compliance with Statutory Requirements &

Complaints

Reference should be made to the Construction Environmental Management Plan (CEMP) prepared by Taylor which details the procedures for the management and report of incidents, non-compliances with statutory requirements and complaints. Specifically, the report sections within the CEMP for each of the above protocols are as follows:

• Complaints: Section 10.2 of the CEMP;

• Incidents: Section 12.2 of the CEMP;

• Non-Compliance with Statutory Requirements: Section 14 of the CEMP.

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PDC Consultants has reviewed the abovementioned sections of the CEMP and the proposed management and reporting procedures are considered to be acceptable, with respect to traffic and transport.

6.6. Periodic Review & Report Update

The following outlines the triggers which will require a revision or update of this Plan to be prepared:

• After the site audit, 2 months after commencement of construction works;

• After an incident, complaint or non-compliance with statutory requirements has been reviewed and the outcome of the review requires a Plan revision.

• In the event of an unpredicted impact and the appropriate course of action within the contingency plan requires a Plan revision.

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43

7. Conclusions

In summary, this Construction Traffic & Pedestrian Management Sub-Plan (Plan) has been prepared to address the

construction activities associated with Parramatta West Public School. The works would be undertaken in

accordance with State Significant Development Application, SSDA 8790, which grants consent for the following:

• The construction of a new two-storey building comprising:

• New home bases;

• Multipurpose hall;

• Administration areas; and

• Canteen, staff amenities and storage facilities.

• New formalised entry and forecourt fronting Railway Street and gated entry from Crimea Street;

• Internal alterations to two (2) existing buildings to create home bases and administration areas;

• Landscaping works including open spaces improvements, tree removal, fencing and pathways; and

• Provision of a new entry / exit driveway onto First Avenue to serve the relocated car park;

• Stormwater management works.

The proposed traffic management arrangements recommended in this Plan satisfy the requirements of the RMS

Traffic Control at Worksites Manual, AS 1742.3-2009 and AS 2890.2-2018, and seek to minimise the impact of the

construction activities on the surrounding community, in terms of both vehicle traffic and pedestrian amenity. Any

minor variation to these standards would be considered acceptable having regard to the constraints inherent by the

site and proposed development.

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Appendix A

CURRICULUM VITAE

JULIUS BONCATO Traffic Engineer, PDC Consultants

Qualifications & Memberships 2019 Level 1 Road Safety Auditor accreditation 2017 RMS Prepare a Work Zone Traffic Management Plan (Card No.: 0048549948) 2017 Bachelor of Engineering (Civil), Western Sydney University Member (Associate) Australian Institute of Traffic Planning & Management (AITPM) Member (Young Member) Institute of Public Works Engineering Australasia (IPWEA) Member (Graduate) Institute of Engineers Australia (GradIEAust)

Employment January 2018 – Present Traffic Engineer, PDC Consultants August 2017 – January 2018 Graduate Engineer, PDC Consultants

Areas of Expertise Julius is a traffic engineer with experience in the areas of traffic engineering and transport planning. Julius has been involved in numerous significant development and infrastructure projects within the private and public sectors. This experience allows Julius to provide specialist advice on traffic and transport planning issues that ensure the best possible outcome on all projects he is involved in. Julius is an effective communicator and an experienced user of traffic engineering and transport related software packages including AutoCAD, Vehicle Tracking, SIDRA and RapidPlan.

Relevant Experience MAINSBRIDGE SCHOOL FOR SPECIFIC PURPOSES, WARWICK FARM A school for students with moderate and severe intellectual disabilities. Mainsbridge School for Specific Purposes currently operates in Liverpool and will be relocated to Warwick Farm. Julius’ involvement included the preparation of a Preliminary Construction Traffic Management Plan report during the Development Application stage and undertaken the detailed design review during the Construction Certificate stage. DOMREMY CATHOLIC COLLEGE, FIVE DOCK An existing school that will be upgraded with new educational facilities, relocation of an existing on-site staff and school bus car park and increase in total student capacity from 780 students to 810 students. Julius’ involvement included the preparation of a Construction Traffic Management Plan report for the 3-stage construction of the development. LIBRARY & COMMUNITY FACILITY AT YOUNG HIGH SCHOOL, YOUNG A library and community factility located at the site of Young High School, Young, that will serve the local community and Young High School. Julius’ involvement included the assessment of the proposed car parking provision and design.

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Appendix B1

1

Julius Boncato

From: Richard Searle <[email protected]>Sent: Friday, 14 February 2020 4:28 PMTo: Julius BoncatoCc: Paul CorbettSubject: RE: Parramatta West Public School (SSDA 8790) - Consultation with Council

Hi Julius, Sorry for the delay. The document is fine. Do you wish to start seeking approval for the Works Zones, Hoardings, and Cranes etc? Regards, Richard Searle | Traffic and Transport Manager City of Parramatta PO Box 32, Parramatta NSW 2124 (02) 9806 5642 [email protected] Links | www.cityofparramatta.nsw.gov.au

From: Julius Boncato <[email protected]> Sent: Friday, 14 February 2020 8:35 AM To: Richard Searle <[email protected]> Cc: Paul Corbett <[email protected]> Subject: RE: Parramatta West Public School (SSDA 8790) - Consultation with Council Hi Richard, Just touching base again and whether you had a chance to review the draft Plan. If you could advise timings when we can expect them as our client is compiling final documentation to be submitted to SINSW. Kind Regards, Julius Boncato Traffic Engineer

PDC Consultants m: +61 435 957 061 e: [email protected] w: www.pdcconsultants.com.au a: Suite 202 / 27-39 Abercrombie Street, Chippendale NSW 2008

This email and any attachments are intended for the recipient(s) only, are confidential and may contain legally privileged information or copyright material. If you have received this email in error, please notify us immediately and delete all copies. If you are not the intended recipient, any dissemination, distribution or copying of this email is strictly prohibited. No confidentiality or privilege is waived or lost by incorrect transmission. Responsibility for checking any attachments for viruses and defects before opening or sending them on resides with the receiver.

From: Julius Boncato Sent: Monday, 10 February 2020 10:48 AM To: Richard Searle <[email protected]>

2

Cc: Paul Corbett <[email protected]> Subject: RE: Parramatta West Public School (SSDA 8790) - Consultation with Council Noted, thanks Richard. Kind Regards, Julius Boncato Traffic Engineer



From: Richard Searle <[email protected]> Sent: Friday, 7 February 2020 3:24 PM To: Julius Boncato <[email protected]> Subject: RE: Parramatta West Public School (SSDA 8790) - Consultation with Council Thanks Julius, Just confirming that I got your email and the attachment. Hope to get to this next week. Regards, Richard Searle | Traffic and Transport Manager City of Parramatta PO Box 32, Parramatta NSW 2124 (02) 9806 5642 [email protected] Links | www.cityofparramatta.nsw.gov.au

From: Julius Boncato <[email protected]> Sent: Wednesday, 5 February 2020 11:00 AM To: Richard Searle <[email protected]> Cc: Paul Corbett <[email protected]>; Behzad Saleh <[email protected]>; Chris Pullar <[email protected]> Subject: RE: Parramatta West Public School (SSDA 8790) - Consultation with Council Hi Richard, Hope you are well. I wanted to quickly follow up from last week of our issue of the draft report to Council and whether you could please advise when we can expect any comments (if any). Happy to discuss over the phone. Kind Regards,

3

Julius Boncato Traffic Engineer



From: Julius Boncato Sent: Friday, 31 January 2020 3:47 PM To: Richard Searle <[email protected]> Cc: Paul Corbett <[email protected]>; Behzad Saleh <[email protected]>; Chris Pullar <[email protected]> Subject: RE: Parramatta West Public School (SSDA 8790) - Consultation with Council Hi Richard, Please find attached the draft Plan. Feel free to call should you have any questions or wish to discuss. Kind Regards, Julius Boncato Traffic Engineer



From: Richard Searle <[email protected]> Sent: Friday, 31 January 2020 3:43 PM To: Julius Boncato <[email protected]> Cc: Paul Corbett <[email protected]>; Behzad Saleh <[email protected]>; Chris Pullar <[email protected]> Subject: RE: Parramatta West Public School (SSDA 8790) - Consultation with Council Hi Julius, Unfortunately the link did not work. Richard Searle | Traffic and Transport Manager City of Parramatta PO Box 32, Parramatta NSW 2124 (02) 9806 5642

4

[email protected] Links | www.cityofparramatta.nsw.gov.au

From: Julius Boncato <[email protected]> Sent: Friday, 31 January 2020 3:39 PM To: Richard Searle <[email protected]> Cc: Paul Corbett <[email protected]>; Behzad Saleh <[email protected]>; Chris Pullar <[email protected]> Subject: RE: Parramatta West Public School (SSDA 8790) - Consultation with Council Hi Richard, Hope you are well. Further to our previous correspondence, please use the below link to access our draft Plan for your comment / review. https://cloud.pdcconsultants.com.au/index.php/s/iraqY28ZHar83Kf Please advise if there are any issues with using the link. Kind Regards, Julius Boncato Traffic Engineer



From: Richard Searle <[email protected]> Sent: Wednesday, 15 January 2020 2:11 PM To: Julius Boncato <[email protected]> Cc: Paul Corbett <[email protected]>; Behzad Saleh <[email protected]> Subject: RE: Parramatta West Public School (SSDA 8790) - Consultation with Council Hi Julius, thanks, that will be fine. Richard Searle | Traffic and Transport Manager City of Parramatta PO Box 32, Parramatta NSW 2124 (02) 9806 5642 [email protected] Links | www.cityofparramatta.nsw.gov.au

From: Julius Boncato <[email protected]> Sent: Tuesday, 14 January 2020 1:34 PM To: Richard Searle <[email protected]> Cc: Paul Corbett <[email protected]> Subject: Parramatta West Public School (SSDA 8790) - Consultation with Council

5

Hi Richard, Happy new year. We obtained your details from the SSDA Traffic Report prepared by Arup (dated 10/08/18) as you were part of the consultation process during the initial stages of the above project. We are traffic engineers that have been engaged to prepare the Construction Traffic & Pedestrian Management Sub-Plan (Plan) for the construction works for the Parramatta West Public School development (SSDA 8790). As part of the preparation of the Plan, we are required to consult with Council and provide evidence as per the Consent Conditions. In this regard, our proposed approach for this consultation process is to prepare a draft report which we will issue to you for comment / review. After which, we can discuss and if required, attend a meeting with Council to go through any issues or comments you may have. It would be greatly appreciated if you could confirm that this approach is suitable for you otherwise, we can arrange another form of consultation to discuss the requirements of this project. Looking forward to hearing from you and please don’t hesitate to call should you wish to discuss. Kind Regards, Julius Boncato Traffic Engineer



_____________________________________________________________________________________


Appendix B2

1

Julius Boncato

From: Ram Sritharan <[email protected]>Sent: Friday, 7 February 2020 1:14 PMTo: Julius BoncatoCc: Nazli Tzannes; Paul Corbett; Chris PullarSubject: RE: SYD17/01355 - new log - CTMP Parramatta West Public School (SSDA 8790) -

Consultation with TfNSW (RMS)

Hi Julius, Please find Transport for NSW comments below: Please note that this CTMP would need to be reviewed by the City of Parramatta Council –as the roads surrounding Parramatta West Public School are classified as local roads. It is recommended that you submit the CTMP to the City of Parramatta Council for their review. Transport for NSW (TfNSW) also notes that the construction of a new building fronting Crimea Street would require a new school zone as part of a new access point – as such TfNSW would require a detailed plan indicting the location of the new access point and the proposed new school zone – fronting Crimea Street. Kind regards, Ram Sritharan Traffic Engineering Officer - South Network and Safety Services – South East Precinct Greater Sydney Transport for NSW M 0429 217 082 Level 5 27-31 Argyle Street, Parramatta NSW 2150

From: Ram Sritharan Sent: Wednesday, 5 February 2020 1:31 PM To: Julius Boncato Cc: Nazli Tzannes; Paul Corbett; Chris Pullar Subject: RE: SYD17/01355 - new log - CTMP Parramatta West Public School (SSDA 8790) - Consultation with TfNSW (RMS) Hi Julius, Thank you for your email,

2

Just letting you know that we currently reviewing the CTMP – and will provide a response as soon as possible. Kind regards, Ram Sritharan Traffic Engineering Officer - South Network and Safety Services – South East Precinct Greater Sydney Transport for NSW M 0429 217 082 Level 5 27-31 Argyle Street, Parramatta NSW 2150

From: Julius Boncato [mailto:[email protected]] Sent: Wednesday, 5 February 2020 10:57 AM To: Ram Sritharan Cc: Nazli Tzannes; Paul Corbett; Chris Pullar Subject: RE: SYD17/01355 - new log - CTMP Parramatta West Public School (SSDA 8790) - Consultation with TfNSW (RMS) Hi Ram, Hope you are well. I wanted to quickly follow up from last week of our issue of the draft report to TfNSW and if you could please advise when we can expect comments (if any). Happy to discuss over the phone. Kind Regards, Julius Boncato Traffic Engineer



From: Julius Boncato Sent: Friday, 31 January 2020 3:49 PM To: Ram Sritharan <[email protected]> Cc: Nazli Tzannes <[email protected]>; Paul Corbett <[email protected]>; Chris

3

Pullar <[email protected]> Subject: RE: SYD17/01355 - new log - CTMP Parramatta West Public School (SSDA 8790) - Consultation with TfNSW (RMS) Hi Ram, For convenience, please find attached the draft Plan for your review / comment. Kind Regards, Julius Boncato Traffic Engineer



From: Julius Boncato Sent: Friday, 31 January 2020 3:40 PM To: Ram Sritharan <[email protected]> Cc: Nazli Tzannes <[email protected]>; Paul Corbett <[email protected]>; Chris Pullar <[email protected]> Subject: RE: SYD17/01355 - new log - CTMP Parramatta West Public School (SSDA 8790) - Consultation with TfNSW (RMS) Hi Ram, Hope you are well. Further to our last correspondence, please use the below link to access our draft Plan for your comment / review. https://cloud.pdcconsultants.com.au/index.php/s/iraqY28ZHar83Kf Please advise if there are any issues with using the link. Feel free to call should you have any questions or wish to discuss. Kind Regards, Julius Boncato Traffic Engineer



4

From: Ram Sritharan <[email protected]> Sent: Thursday, 16 January 2020 9:52 AM To: Julius Boncato <[email protected]> Cc: Nazli Tzannes <[email protected]> Subject: RE: SYD17/01355 - new log - CTMP Parramatta West Public School (SSDA 8790) - Consultation with TfNSW (RMS) Hi Julius, Hope you are doing well, Transport for NSW (TfNSW) can confirm that this approach is suitable from Network and Safety Services perceptive. Kind regards, Ram Sritharan Traffic Engineering Officer - South Network and Safety Services – South East Precinct Greater Sydney Transport for NSW M 0429 217 082 Level 5 27-31 Argyle Street, Parramatta NSW 2150

From: Julius Boncato [mailto:[email protected]] Sent: Tuesday, 14 January 2020 1:26 PM To: Development Sydney Subject: SYD17/01355 - new log - CTMP Parramatta West Public School (SSDA 8790) - Consultation with TfNSW (RMS) Hi RMS, Please see below our enquiry. We received an automatic reply from Navin Prasad that he is on leave until 4/2/2020 and to pass it onto development.sydney. Kind Regards, Julius Boncato Traffic Engineer


5


From: Julius Boncato Sent: Tuesday, 14 January 2020 1:23 PM To: [email protected]; [email protected] Cc: Paul Corbett <[email protected]> Subject: Parramatta West Public School (SSDA 8790) - Consultation with TfNSW (RMS) Hi Navin & Nazli, Happy new year. We obtained your details from the SSDA Traffic Report prepared by Arup (dated 10/08/18) as you both were part of the consultation process during the initial stages of the above project. We are traffic engineers that have been engaged to prepare the Construction Traffic & Pedestrian Management Sub-Plan (Plan) for the construction works for the Parramatta West Public School development (SSDA 8790). As part of the preparation of the Plan, we are required to consult with TfNSW and provide evidence as per the Consent Conditions. In this regard, our proposed approach for this consultation process is to prepare a draft report which we will issue to you both for comment / review. After which, we can discuss and if required, attend a meeting with TfNSW to go through any issues or comments you may have. It would be greatly appreciated if you could confirm that this approach is suitable for you both otherwise, we can arrange another form of consultation. Looking forward to hearing from you both and please don’t hesitate to call should you wish to discuss. Kind Regards, Julius Boncato Traffic Engineer



Before printing, please consider the environment

IMPORTANT NOTICE: This email and any attachment to it are intended only to be read or used by the named addressee. It is confidential and may contain legally privileged information. No confidentiality or privilege is waived or lost by any mistaken transmission to you. Roads and Maritime Services is not responsible for any unauthorised alterations to this email or attachment to it. Views expressed in this message are those of the individual sender, and are not necessarily the views of Roads and Maritime Services. If you receive this email in error, please immediately delete it from your system and notify the sender. You must not disclose, copy or use any part of this email if you are not the intended recipient.

6

Before printing, please consider the environment

IMPORTANT NOTICE: This email and any attachment to it are intended only to be read or used by the named addressee. It is confidential and may contain legally privileged information. No confidentiality or privilege is waived or lost by any mistaken transmission to you. Roads and Maritime Services is not responsible for any unauthorised alterations to this email or attachment to it. Views expressed in this message are those of the individual sender, and are not necessarily the views of Roads and Maritime Services. If you receive this email in error, please immediately delete it from your system and notify the sender. You must not disclose, copy or use any part of this email if you are not the intended recipient.

_____________________________________________________________________________________


Appendix C

35" 272°

FRA

NK

LIN

STR

EET

FRA

NK

LIN

STR

EET

AUBURN

STREET

TEMP

ORAR

YP O

S T

BOL

PP/LP

PP

PIT

SWP

DRAIN

15.44

FL

G

G

ROOF

ROOF

R20R20

R

R

SWP22

C22*G

B10

R3

R3R3

DHWF

DBS

CBF

C7

DHWF

DBS

DHWF

D

DHWF

D

LIP

6/.3

29.66 29

.41

29.37

29.2629.39

30.19

30.19

31.09

30.65

34.4334

.43

32.48

27.46

34.16

29.47

29.30

29.05

29.30

33.2430

.2630.76

30.30

31.34

34.40

34.04

34.02

27.0826

.94

27.75

30.2030.23

30.23

29.42

29.50

27.7528

.29

27.74

29.79

29.79

31.15

30.38

30.54

31.01

33.66

6

5

4

3

644m²

753.2m²

942.1m²

21.14

40.235

40.235

35"

41'

182°

80.6 3

40.235

35"

41'

182°

30.4 8

21.135

30.48

00"

40'

2°

30.7 7

23.31

40.555

05"55'92°

21.125

25"

44'

297°

15.44

00"

41'

2°

39.57

35"

272°

40.9

35"

41'

182°

22.8

40.61

23.435

S

S

V

V

V

V

V

VVVVV

V

V

40. 555

30. 48

+G1

+G1

LIFT

WB44-0.1

3IN

+CAWN5-L

+CAWN5

+CAWN5

+R40

BRKW11

STR41

WB51WT41

PANPAN131

.8034

.80

33.57

30.77

32.29

30.80

30.8130

.77

30.76

29.36

37.04

35.21

35.20

35.21

38.34

35.2235

.2135.2135

.2235.22

35.21

35.21

35.21

35.21

35.22

32.38

32.04

32.18

32.2132

.22

35.06

33.76

32.20

30.77

29.19

29.20

38.8832.82

32.86

35.51

33.23

37.7037.69 38.79

38.77

37.86

37.85

30.97

WATER METER

STORMWATER

PIT

STORMWATER

PIT

25.50

3 2. 532.25

31.5

31

30.75

MET

AL S

HED

MET

AL R

OO

F

FENCE

GARDENCAGE

SUBS

TAT I

ON

METAL

GR

EEN

HO

USE

L OW

BRIC

KR

ETA I

NIN

GW

ALL

TAP

CONC4B

B

VER

HRAIL1

HRAIL1

CONC

CONC1-*CO

NC

B

TAP

DRAIN/0.1

BK

MF1

SHIPCON

DRAIN/0.1

NS

MF1

MF1

MF1

MF1

MF1

MF1

MF1

DEM1

BK3-*CONC

BKSHED

BKSHED

WF

MF-*WF

GHOUSE

GHOUSE

GHOUSE

WF

TB

BB

WF

MF1

DWAY

DWAY

MF

MF

TTRW

TTRW

TTRW

TTRW

BTRW

BTRW

BTRW

TROCKW

TROCKW

MMF3

GRDN

TCWRAMP

DEM

DEM3

S12

BTRW

BTRW1

TTRW

1

TCW3

TTRW

DEM3

C17

MF10-G

MF10

POLE/.06

C17

DEMCNRTBW

PPLP

TBW3

C13

C8-BK TK-P

C

CBF

CBFBBW1*C

BF

BBW1

TC6x.8

TC6

C6-BK

LIP

GUTTK1TK1-PC

CL

INV300

TK-PC

GP

C4

C4-BK

C3

C3

DHWCHK

B2

C1

WBUB

INV30

0

SWP

MF

MF

MF

BBW

TBW

TBWTBW BBW

BBWTBW

TBW

TBWTBW

BBW

BBWTBW

MF-G

MF-G

WM

WM

TAP

PIT2

TF

TF

MF-G

MF

MF

MF

MF

MF

MF

MF*TF

DHWCHK

GLVLG+WT+WT

TPF_1.9

PIL0.1X0.1

MSHED

MSHED

G

B1

STR16-TL

VL2

STR20

LNDG

STR

B5

B

BALCGLVL-*

L

BALCGLVL

PIL0.1X0.1

BOL/.08

BOL/.08

B7RAMP

BRKW1STR7

BRKW1BITTBRW

1

BBRW1

STR9

STR9

PIL0.1X0.1

PIL0.1X0.1

BALCGLVL

STR5

+G20

STR25

B

TBRW25

BBRW25

BBRW25

TBRW25

C12

PIT6PIT6

MF2B1

B5 WB40-0.1

3IN

WB40-0.1

3IN

BRKW11*TB1

BRKW11*C20

STR40

STR41

LNDG

CL

LIP

GUTTK-

VC

BK

CBF-G_1

.85

CL

HYD

CL

CL

CL

CL

SV

CL

CL

TF1_0

.5

NS

NS

NS

CL

CL

CL

SWP

NS

NS

NS

CBF_1.95

CBF_2.05

CBF_1.85

WM

C9

BK

LIP

CL1

C13

29.41

29.36

29.48

30.70

30.21

30.38

30.61

32.35

34.85

34.83

35.36

35.41

34.84

34.87

35.11

35.23

28.59

28.61

31.17

31.04

27.13

27.26

27.06

27.22

27.08

30.03

30.06

29.80

29.48

29.82

29.51

29.3229.41

29.47

29.69

29.68

29.77

29.79

29.87

29.85

30.97

30.41

30.55

30.75

29.88

29.99

30.20

30.53

30.90

31.76

31.74

34.16

31.15

31.22

31.37

31.73

32.16

32.56

32.92

33.25

33.04

RIDGE R.L.34.43

RIDGE R.L.32.48

RIDG

E R.

L.31

. 10

/

3

0.6 5

GUTT

ER R

.L. 3

0.19

ROO

F R.

L.29

.55

R OO

FR.

L.29

. 30

34.96

30.23

32.29

32.29

35.38

30.58

34.38

32.30

34.15

GUTTER R.L.35.67

GUTT

ER R

. L.3

7.86

GUTTER R.L.38.78

CONC

RETE

AW

N IN G

R. L

.35.

21

R.L.30.77/33.76

R.L.

32. 2

9

30.24

30.2330

.25

27.13

28.09

24.37

inv. R

.L.21

.1324

.2524

.1624

.3224

.13inv. R

.L.23

.2923

.9924

.19

27.00

25.12

25.58

26.06

25.64

25.53

GATE

OLE

HOLE

S PIT

ION 2.75 WIDE

LAN

DIN

G

PIL

STAI

RS

LANDINGS

SHEE

T

MET

ALFE

NC

E

SHEE

T

STOP VALVE

HYDRANT

1D.P.1113697

1

2D.

P.

5

6

2

2

5

1

7

6

5

4

3

2

D.

P.

9

7

5

5

4

5

6

3SE

C 39

D.P.

758 8

29

12SE

C 39

D.P7

5882

9

YOUNG STREET

15440.36

77987

23432.84

80653.41

2°

41'

00"

272° 41' 35"

182°

41'

35"

93° 35' 00"

3°

24' 3

5"

297°

44'

25"

35" 41'

272°41'

182°

41'

35"

PARRAMATTA WEST PUBLIC SCHOOL OVALS(NORTH SITE)

FRAN

KLIN

ST

FRAN

KLIN

ST

RAILWAY ST

PARRAMATTA WEST PUBLIC SCHOOL

(SOUTH SITE)

COUNCIL PARK

YOUNG ST

AUBURN ST

ADJOINING PROPERTIES



NEW BUILDING

EXISTING TREES RETAINED - REFER LANDSCAPE ARCHITECTS & ARBORISTS DOCUMENTATION

NEW LANDSCAPING, STEPS & PATHS AROUND NEW BUILDING - REFER LANDSCAPE ARCHITECTS & CIVIL ENGINEERS DOCUMENTATION

NEW LANDSCAPING, STEPS & PATHS AROUND NEW BUILDING - REFER LANDSCAPE ARCHITECTS & CIVIL ENGINEERS DOCUMENTATION

EXISTING KERB & ROADWAY - NEW LANDSCAPING - REFER LANDSCAPE ARCHITECTS & CIVIL ENGINEERS DOCUMENTATION

EXISTING PEDESTRIAN CROSSING



NEW ENTRY AWNING

EXISTING OVAL

NEW ENTRY ACCESS

NEW SUBSTATION

CRIMEA ST

NEW SKYLIGHTS & FITOUT TO B-00D

NEW FITOUT TO B-00B

EXISTING B-00D

EXISTING B-00B

EXISTING B-00C

EXISTING COLA

EXISTING PLAYGROUND

EXISTING CARPARK

EXISTING B-00F

EXISTING B-00M

D16348

EXISTING B-00A

EXISTING B-00E

EXISTING B-00G

EXISTING B-00H

D16227

D15373

D11117D11353D12005D12996

D13357

D12884

D16273

EXISTING RAMP ENTRY EXISTING

PEDESTRIAN ENTRY

EXISTING VEHICLE ENTRY

SETBACK7270

SETBACK7120

SETB

ACK

8530

SETB

ACK

1003

0SETB

ACK

1191

0

1. PROVIDE NEW SECURITY FENCE 2100MM HIGH, COLOUR BLACK, TO ALL SITE BOUNDARIES

2. ALLOW FOR 4X LOCKABLE SECURITY GATES.

3. GATE LOCATIONS TO BE AGREED WITH STAKEHOLDERS AS PART OF DESIGN DEVELOPMENT.

4. SECURITY FENCE AND GATES TO BE IN ACCORDANCE WITH DoE REGULATIONS AND GUIDELINES.

EXISTING BUILDINGS (NO WORKS)

LEGEND - SITE PLAN

EXISTING BUILDINGS (REFURBISHMENT WORKS)

NEW BUILDINGS

NOTES - GENERAL CONDITIONS

- PROVIDE WAYFINDING SIGNAGE (SGFS) AT EACH POINT OF ENTRY TO SCHOOL & PROVIDE BLOCK PLAN AT EACH ENTRY TO EACH EXISTING BUILDING IN SCHOOL - REFER TO SIGNAGE DRAWINGS AR 8000 SERIES

BOUNDARY OF WORKS

PROPERTY BOUNDARY

INTERNAL LOT BOUNDARY

NOTES - FENCING

PRELIMINARY

REV:

DO NOT SCALE DRAWING & VERIFY ALL DIMENSIONS AND LEVELS ON SITE

PROJECT DRAWING NORTH

© CONRAD [email protected] ABN 49 325 121 350INTERNAL PROJECT No:

@ A1

SCHOOL ID PAC ID STAGE DISCIPLINE DRAWING No:

ARCHITECT CLIENT PROJECT MANAGER

DATE:DOC TYPE

DR -NOMINATED ARCHITECT: LAWRENCE TOALDO NSW Reg. 10255

CONTRACTOR

E25.01.19

Parramatta Region Schools - Package 2 (418)Parramatta West Public School

PW -

Proposed Site Plan

16461 02 -DD -AR - 1010 -

0

SCALE 1:

50

1

4030201010

mm

REV DESCRIPTION DATE APPDA For Coordination 19.11.18 SWB 50% Detailed Documentation 23.11.18 SWC For Consultant Coordination 04.12.18D 60% Detailed Documentation 07.12.18 SWE 100% Endorsement Issue 25.01.19 SW

Construction Works

Parramatta West PublicSchool

Parramatta RegionSchools Package 2 -

PWPS

Project Plan

Revision 315.01.2020

GATE 1

GATE 2

Chain WireFence

All perimeterfencing to havesediment control

installed

ConstructionWork Zone

Building 1(North)Stage 1

Building2

(South)Stage 2

Site Amenities

Class AHoarding

Delivery Zonefor Stage 2



Access to Site

Chain Wire Fencing

Class A Hoarding

Site Amenities

Dept of Education Areas

Dep

artm

ent o

fE

duca

tion

Dem

ount

able

s

SchoolOval

Road Work Zone

Cattle Grid

Site Parking &Deliveries

Carparksrequired for

delivery area

CattleGrid

StorageZone

14 Space CarParking

Building3

(South)Stage 2

CattleGrid

Spill Kit to belocated next

to Gate 3

GATE 3

HazardousSubstances

bunded/cageStorage area to be

located withStorage Zone

Gate 3

Revision Notes:REV 3- Added Gate 3- Revised the Crimea Loading Zone - Updated the East Boundary to be Hoarding (as per DDS requirements)- Relocated Stage 2 Carpark Required Location- Updated the Stage 2 South Delviery Zones - Relocated 1st away from street endand added 2nd option on Auburn St

_____________________________________________________________________________________


Appendix D

Scale

Vehicle Body Envelope

300mm Vehicle Clearance

Drawing No.Drawing Title

Key Intersection AssessmentOverview of Truck Turn Movements

Sheet StatusNOT FOR CONSTRUCTION

Drawn By

Project


Project No

0220

Drawing Prepared By

PDC ConsultantsSuite 202 / 27-39 Abercrombie StChippendale NSW 2008t: +61 2 7900 6514w: www.pdcconsultants.com.auABN: 70 615 064 670

No. Date Swept Path KeyDescription

N

Architect

-

Client

Taylor Construction Group

001

JB

Revision No.

Date

-

30/01/2020

North

Vehicle Wheel Path

BURN

ETT

ST

M4 WESTERN MOTORWAY

CRIMEA ST

AUBURN ST

YOUNG ST

FRA

NK

LIN

ST

PITT

ST

KEY INTERSECTIONS ASSESSMENTOVERVIEW OF TRUCK TURN MOVEMENTS

RAILWAY ST

NORTH SITE(REFER TO PROJECT PLAN)

SOUTH SITE(REFER TO PROJECT PLAN)

REFER TODWGS 002-1 (20m AV)&

002-2 (19m TRUCK & DOG)

REFER TO DWG 006(20m AV)

REFER TO DWG 005(12.5m HRV)




REFER TO DWG 007(8.8m MRV)

AV - Articula

ted Vehicle -

20 metres

B99 Vehicle (Realistic min radius) (2004)

AV - Articulated Vehicle - 20 metres


2015105

1:500 @ A3Scale

N

Architect

-

Client

Taylor Construction Group0m




Turn Movements at Burnett St / Crimea St Intersection20m AV (Semi-Trailer) Swept Path Analysis


Drawn By

Project


Project No

0220

Drawing Prepared By



002-1

JB

Revision No.

Date

-

30/01/2020

North

Vehicle Wheel Path

INBOUND TURN MOVEMENT OUTBOUND TURN MOVEMENT


Truck and D

og Trailer


Truck and Dog Trailer

2015105

1:500 @ A3Scale

N

Architect

-

Client





Turn Movements at Burnett St / Crimea St Intersection19m Truck & Dog Swept Path Analysis


Drawn By

Project


Project No

0220

Drawing Prepared By



002-2

JB

Revision No.

Date

-

30/01/2020

North

Vehicle Wheel Path


HRV - Heavy Rigid Vehicle


2015105

1:500 @ A3Scale

N

Architect

-

Client





Turn Movements at Railway St (Western End) andFranklin St / Auburn St Intersection12.5m HRV Swept Path Analysis


Drawn By

Project


Project No

0220

Drawing Prepared By



003

JB

Revision No.

Date

-

30/01/2020

North

Vehicle Wheel Path


HRV - Heavy Rigid VehicleB85 Vehicle (Realistic min radius) (2004)B85 Vehicle (Realistic min radius) (2004)

HRV - Hea

vy Rigid Veh

icle

B85 Vehicle (Realistic min radius) (2004)B85 Vehicle (Realistic min radius) (2004)B85 Vehicle (Realistic min radius) (2004)

2015105

1:500 @ A3Scale

N

Architect

-

Client





Turn Movements At Pitt St / Young St &Franklin St / Young St Intersections12.5m HRV Swept Path Analysis


Drawn By

Project


Project No

0220

Drawing Prepared By



004

JB

Revision No.

Date

-

30/01/2020

North

Vehicle Wheel Path

INBOUND TURN MOVEMENT (2 of 2)INBOUND TURN MOVEMENT (1 of 2)

HRV - Hea

vy Rigid Veh

icle


B85 Vehicle (Realistic min ra

dius) (2004)B85 Vehicle (R

ealistic min radius) (2004)

HRV - Hea

vy Rigid Ve

hicle

Scale

N

Architect

-

Client

Taylor Construction Group




Turn Movements at Railway St Driveway, Franklin St /Railway St & Franklin St / Crimea St Intersections12.5m HRV Swept Path Analysis


Drawn By

Project


Project No

0220

Drawing Prepared By



005

JB

Revision No.

Date

-

30/01/2020

North

Vehicle Wheel Path

OUTBOUND TURN MOVEMENT (1 of 3) OUTBOUND TURN MOVEMENT (2 of 3) OUTBOUND TURN MOVEMENT (3 of 3)

1:600 @ A3

B99 Vehicle (Realistic min radius) (2004)B99 Vehicle (Realistic min radius) (2004)AV - Articulated Vehicle - 20 metres

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

AV - Articula

ted Vehicle

- 20 metre

s

2015105

1:500 @ A3Scale

N

Architect

-

Client

-0m




Crimea St Main Truck Access20m AV (Semi-Trailer) Swept Path AnalysisInbound & Outbound Route to / from Site


Drawn By

Project


Project No

0220

Drawing Prepared By



006

JB

Revision No.

Date

-

30/01/2020

North

Vehicle Wheel Path


MRV - Med

ium Rigid V

ehicle

MRV - Medium Rigid Vehicle


2015105

1:500 @ A3Scale

N

Architect

-

Client

-0m




Access Arrangements for South Site Loading Zone8.8m MRV Swept Path Analysis


Drawn By

Project


Project No

0220

Drawing Prepared By



007

JB

Revision No.

Date

-

30/01/2020

North

Vehicle Wheel Path


2015105

1:500 @ A3Scale

N

Architect

-

Client

-0m

20.0m AV & 19.0m Truck &Dog Routes

12.5m HRV Truck Routes


STAGE 1 - OVERVIEW TRUCK FIGUREIDENTIFIED LOCAL ROADS FOR TRUCK ACCESSTO SITE.


Drawn By

Project


Project No

0220

Drawing Prepared By


No. Date KeyDescription

008

JB

Revision No.

Date

-

11/02/2020

North

Restricted Roads

LANSDOWNE ST

CRIMEA ST

RAILWAY ST

YOUNG ST

AUBURN ST

SOUTHSITE

NORTHSITE

BURN

ETT

ST

PITT

ST

GATE 1:MAIN TRUCKSITE ACCESS GATE 3:

MOBILE CRANE ACCESSONLY, AS REQUIRED.

GATE 2:EXIT-ONLY DRIVEWAY.PERMITTED USE OUTSIDE SCHOOL HOURS:8:30am - 3:30pm, MONDAY TO FRIDAY

NOTE:- REFER TO TRUCK ROUTE FIGURES (FIGURES

5-10) WITHIN CTPMSP REPORT (ref: 0220r01v02)FOR SPECIFIED INBOUND / OUTBOUND ROUTES.

_____________________________________________________________________________________


Appendix E

North Site(Refer to Project Plan)

South Site(Refer to Project Plan)

Burn

ett S

t

Crimea St

Railway St

Legend

Outbound Truck Movement

Inbound Truck Movement

Bus Stop Signage Post Crimea St

Fra

nklin

St

PDC Consultants1. This TCP has been designed in accordance with AS 1742.3 (2009) and RMS Traffic Control at Works Site Manual.2. Dimension D provided in accordance with Table 4.2 ofAS 1742.3 (2009).3. Refer to Truck Route Figures (Figures 510) for specified inbound / outbound routes.4. Traffic Controller to manage pedestrian / cyclist movements only.

Notes:

a: Suite 202 / 27‐39 Abercrombie St

Chippendale NSW 2008

e: [email protected]

t: +61 2 7900 6514

w: www.pdcconsultants.com.au

North Title

Client

RMS Cer fica on: Prepare a Work Zone Traffic

Management Plan ‐ 004 485 4948

Date

Job Number

Project

Pre‐Construc on‐ Demoli on/Remedia on Works TCP

Taylor Construc on Group

Parrama a West Public School

0220

11/02/2020

PREPARE

TO

STOP

15.0 m15.0 m

15.0 m

15.0 m 15.0 m 15.0 m

PREPARE

TO

STOP

www.invarion.com



PR

EP

AR

ET

OS

TO

P

15.0 m15.0 m

15.0 m

15.0 m 15.0 m 15.0 m

PR

EP

AR

ET

OS

TO

P

PR

EP

AR

ET

OS

TO

P

15.0 m15.0 m

15.0 m

15.0 m 15.0 m

PR

EP

AR

ET

OS

TO

P

15.0 m

US

E O

TH

ER

FO

OT

PA

TH

US

E O

TH

ER

FO

OT

PA

TH

Burn

ett S

tCrimea St

Railway St

Legend



Work Zone Crimea St

Bus Stop Signage Post Crimea St

Temporary Pram Ramp

Fra

nklin

St

PDC Consultants1. This TCP has been designed in accordance with AS 1742.3 (2009) and RMS Traffic Control at Works Site Manual.2. Dimension D provided in accordance with Table 4.2 ofAS 1742.3 (2009).3. Refer to Truck Route Figures (Figures 510) for specified inbound / outbound routes.4. Traffic Controller to manage pedestrian / cyclist movements only.

Notes:




t: +61 2 7900 6514


North Title

Client



Date

Job Number

Project

Stage 1 ‐ Structure and Fitout & Finishes TCP



0220

4/03/2020

www.invarion.com



Building 2

Building 3

15.0 m

15.0 m

15.0 m

PREPARE

TO

STOP

15.0 m

15.0 m

15.0 m

PREPARE

TO

STOP 1

5.0

m1

5.0

m1

5.0

m

PREPARE

TO

STOP

15.0 m

15

.0 m

15

.0 m

15

.0 m

PREPARETO

STOP

15.0 m

15.0 m

Burn

ett S

t

Crimea St

Railway St

Legend

12.5m Works Zone Franklin St & Auburn St



South Site Loading Zone

Fra

nklin

St

Young St

PDC Consultants1. This TCP has been designed in accordance with AS 1742.3 (2009) and RMS Traffic Control at Works Site Manual.2. Dimension D provided in accordance with Table 4.2 ofAS 1742.3 (2009).3. Refer to Truck Route Figures (Figures 510) for specified inbound / outbound routes.4. Traffic Controllers to manage pedestrian / cyclist movements only.

Notes:




t: +61 2 7900 6514


North Title

Client



Date

Job Number

Project

Stage 2 ‐ Fitout & Finishes TCP



0220

11/02/2020

www.invarion.com

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