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Pacific Highway, New Italy
Service Station Development Application
Transport Impact Assessment
Prepared by: GTA Consultants (Group) Pty Ltd for Terra Firma Pty Ltd
on 01/03/2021
Reference: N157151
Issue #: A
Document Set ID: 1698405
Version: 1, Version Date: 07/07/2021
Pacific Highway, New Italy
Service Station Development Application
Transport Impact Assessment
Client: Terra Firma Pty Ltd
on 01/03/2021
Reference: N157151
Issue #: A
Quality Record
Issue Date Description Prepared By Checked By Approved By Signed
A 01/03/2021 Final Raymond Zhang Rhys Hazell Rhys Hazell
© GTA Consultants (Group) Pty Ltd [ABN 51 137 610 452] 2021
The information contained in this document is confidential and intended
solely for the use of the client for the purpose for which it has been
prepared and no representation is made or is to be implied as being
GTA Report (NSW)
made to any third party. Use or copying of this document in whole or in
part without the written permission of GTA Consultants constitutes an
infringement of copyright. The intellectual property contained in this Melbourne | Sydney | Brisbane
document remains the property of GTA Consultants.
Adelaide | Perth
Document Set ID: 1698405
Version: 1, Version Date: 07/07/2021
CONTENTS
1. Introduction 1
Background 2
Purpose of this Report 2
References 2
2. Existing Conditions 4
Location 5
Adjoining Roads 5
Traffic Volumes 7
Pacific Highway Upgrades 8
3. Development Proposal 10
Land Uses 11
Vehicle Access 12
Car Parking Requirements 13
Adequacy of Parking Supply 14
Loading Facilities 14
Site Layout Review 15
4. Traffic Impact Assessment 18
Traffic Assessment 19
Highway Safety 20
5. Conclusion 23
Appendices
A. Compliance Review and Vehicle Swept Paths
Figures
Figure 2.1: Subject site and its environs 5
Figure 2.2: Pacific Highway (looking south, opposite and north of the site) 6
Figure 2.3: Pacific Highway (looking north to upgraded New Italy rest area) 6
Figure 2.4: New Italy rest area (looking north) 6
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Development Application
Document Set ID: 1698405
Version: 1, Version Date: 07/07/2021
Figure 2.5: New Italy rest area (looking west) 6
Figure 2.6: Swan Bay-New Italy Road (looking west) 7
Figure 2.7: New Italy rest area entry (looking north) 7
Figure 2.8: Swan Bay-New Italy Road (looking east to Pacific Highway) 7
Figure 2.9: New Italy rest area Pacific Highway upgrade works 9
Figure 3.1: Proposed site layout 11
Figure 3.2: Nearby rest areas and service stations 16
Figure 4.1: Proposed Pacific Highway site access arrangements and deceleration lengths 22
Figure 4.2: Pacific Highway U-turn facility south of New Italy 22
Tables
Table 3.1: Development schedule 11
Table 3.2: DCP 2015 car parking requirements 13
Table 3.3: TfNSW Guide car parking requirements 13
Table 3.4: Proposed parking provision 14
Table 4.1: Anticipated peak hour traffic 19
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Pacific Highway, New Italy, Service Station
Development Application
Document Set ID: 1698405
Version: 1, Version Date: 07/07/2021
INTRODUCTION
1. INTRODUCTION
Document Set ID: 1698405
Version: 1, Version Date: 07/07/2021
01
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Pacific Highway, New Italy, Service Station
Development Application 1
INTRODUCTION
Background
A Development Application is to be lodged with Richmond Valley Council for a proposed Service
Station-restaurant complex and related facilities in New Italy. The site is on the western side of the
Pacific Highway immediately south of the existing New Italy Museum and rest area.
New Italy Museum and rest area presently offers refreshments and toilet facilities fo r highway users. It
is an important rest spot given the general absence of highway facilities with the closest being Ballina
BP about 50 kilometres further north and Halfway Creek Shell about 100 kilometres to the south (which
provides for southbound highway traffic only).
The proposal includes construction of heavy vehicle and car refuelling hardstand areas, truck wash
facility, food offerings (including two drive-thru facilities), amenities and associated car, coach and
truck parking. 10 double-sided car fuel pumps accommodating 20 vehicles, plus four high-flow heavy
vehicle fuel pumps provide for all refuelling requirements with on-site parking for 157 vehicles,
including 27 trucks.
The site layout has considered current requirements to facilitate access by 26 metre B-Double trucks
throughout, with future planning ensuring 36 metre B-Triple trucks can access the site as necessary.
The proposed layout effectively separates light vehicles from heavy vehicles, with separate fill points
and parking areas. The drive-thru areas and loading dock are located to the rear and northern side of
the building. Vehicle access is via the recently upgraded Pacific Highway, with entry shared with the
new slip lane that provides access to a reconfigured New Italy rest area. A secondary access on Swan
Bay-New Italy Road ensures local area traffic and other light vehicles that use the rest area can access
the site.
Purpose of this Report
This report sets out an assessment of the anticipated transport implications of the propose d
development, including consideration of the following:
• existing traffic conditions surrounding the site
• suitability of the proposed parking in terms of supply (quantum) and layout
• service vehicle requirements
• pedestrian and bicycle requirements
• the traffic characteristics of the proposed development
• suitability of the access arrangements for the site
• the transport impact of the development proposal on the surrounding road network.
References
In preparing this report, reference has been made to the following:
• Richmond Valley Development Control Plan 2015
• Transport for NSW Highway Service Centres along the Pacific Highway Policy Review, May 2014
• Austroads Guide to Road Design Part 3: Geometric Design, September 2016
• Austroads Guide to Road Design Part 4C: Interchanges, December 2015
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Development Application 2
Document Set ID: 1698405
Version: 1, Version Date: 07/07/2021
INTRODUCTION
• Australian Standard/ New Zealand Standard, Parking Facilities, Part 1: Off -Street Car Parking
AS/NZS 2890.1:2004
• Australian Standard, Parking Facilities, Part 2: Off-Street Commercial Vehicle Facilities AS
2890.1:2018
• Australian Standard/ New Zealand Standard, Parking Facilities, Part 6: Off-Street Car Parking for
People with Disabilities AS/NZS 2890.6:2009
• NSW Government State Environmental Planning Policy (SEPP) (Infrastructure) 2007
• Proposed Site Plan, drawing numbers A001-A002, A101, dated 21 December 2020.
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Development Application 3
Document Set ID: 1698405
Version: 1, Version Date: 07/07/2021
EXISTING CONDITIONS
2. EXISTING CONDITIONS
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Development Application 4
EXISTING CONDITIONS
Location
The site is on the western side of the Pacific Highway, immediately south of the existing New Italy
Museum and rest area. The proposed service station has a frontage of about 200 metres to the Pacific
Highway.
The site and surrounding local areas are largely undeveloped. The New Italy Museum and rest area is
located nearby. New Italy rest area presently offers refreshments and toilet facilities for highway users.
A new at-grade car park associated with the New Italy museum and rest area is located along the
northern boundary of the site. The surrounding properties include greenfield areas and rural lots with
the location of the site and its surrounding environs shown in Figure 2.1.
Figure 2.1: Subject site and its environs
Basemap source: Google Maps
Adjoining Roads
Pacific Highway
Pacific Highway (A1) is a classified National Highway and in the vicinity of the site is generally aligned
in a north-south direction. It is a two-way road configured with two lanes in each direction, set within a
32-metre-wide carriageway. The Pacific Highway has a posted speed limit of 100km/h.
Highway upgrades between Woolgoolga and Ballina have either been completed or are nearing
completion. The details of these significant roadworks, which include a range of upgrades to both the
Highway and New Italy rest area are critical and discussed in Section 2.4.
The Pacific Highway upgrades through New Italy together with local road improvements and rest area
layouts are shown in Figure 2.2 to Figure 2.9.
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Development Application 5
Document Set ID: 1698405
Version: 1, Version Date: 07/07/2021
EXISTING CONDITIONS
Figure 2.2: Pacific Highway (looking south, opposite and north of the site)
Source: video footage extract, 3 December 2020
Figure 2.3: Pacific Highway (looking north to upgraded New Italy rest area)
Source: video footage extract, 3 December 2020
Figure 2.4: New Italy rest area (looking north) Figure 2.5: New Italy rest area (looking west)
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Development Application 6
Document Set ID: 1698405
Version: 1, Version Date: 07/07/2021EXISTING CONDITIONS
Figure 2.6: Swan Bay-New Italy Road (looking west) Figure 2.7: New Italy rest area entry (looking north)
Swan Bay-New Italy Road
Swan Bay-New Italy Road is a local road and in the vicinity of the site is aligned in an east-west
direction west of the Pacific Highway. It is a two-way road configured with one lane in each direction,
set within a six-metre-wide carriageway. The road surface is generally sealed in the vicinity of the site
and unsealed further to the west. Recent upgrades have also occurred closer to the Pacific Highway as
part of the Pacific Highway upgrades past New Italy.
Figure 2.8: Swan Bay-New Italy Road (looking east to Pacific Highway)
Source: video footage extract, 3 December 2020
Traffic Volumes
Transport for NSW (TfNSW) provides average road traffic volumes for a selection of permanent and
sample roadside collection device stations at key locations across New South Wales. The closest traffic
volume station (station id: 04233) on the Pacific Highway is located 690 metres south of Swan Bay-
New Italy Road, New Italy. The following annual average daily traffic was recorded at the station for
northbound vehicles:
• 2007 – 3,515 vehicles
• 2008 – 3,816 vehicles
• 2012 – 3,945 vehicles.
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Development Application 7
Document Set ID: 1698405
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While this data is somewhat dated, it does show relative growth over a six year period and is consistent
with other count stations further north on the Pacific Highway at Woodburn. Assuming consistent
growth, traffic volumes would be in the order of 5,000 to 5,500 vehicles per day along this section of
the Highway in 2020. Based on a peak hour to daily ratio of 8.5 per cent, this equates to about 430 to
500 northbound vehicles during any peak hour.
Pacific Highway Upgrades
Woolgoolga to Ballina is the final link in the Pacific Highway upgrade program between Hexham and
the Queensland border. The program has delivered a separated four lane highway with the primary
objectives to support regional development and provide:
• safer travel
• reduced travel times with improved transport efficiency
• more consistent and reliable travel
• improved amenity for local communities.
The Woolgoolga to Ballina project includes upgrading the highway to motorway (Class M) or arterial
(Class A) standard over its 155-kilometre length 1.
The New Italy rest area forms part of these works, delivering significantly upgraded facilities to include
a formalised light vehicle car park, turning areas, localised widening and line marking with highway
deceleration and acceleration lanes in accordance with Austroads requirements. The highway upgrade
works, including the New Italy rest area are indicatively shown in Figure 2.9.
Two U-turn bays have also been provided for both northbound and southbound highway traffic and
facilitate local road access for local residents. These facilities replace the priority controlled
intersection where the old Pacific Highway intersected with Swan Bay -New Italy Road at a priority
controlled intersection. It is understood that the U-turn bays have been designed to allow all vehicles
up to 20 metre long semi-trailers to turn around. The northbound and southbound U-turn bays are
located about 220 metres north of the New Italy rest area highway on-ramp and 200 metres south of
the New Italy rest area highway off-ramp.
1
https://www.pacifichighway.nsw.gov.au/ , accessed December 2020.
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Development Application 8
Document Set ID: 1698405
Version: 1, Version Date: 07/07/2021EXISTING CONDITIONS
Figure 2.9: New Italy rest area Pacific Highway upgrade works
Source: https://externalgis.pacificcomplete.com.au/collaborative, accessed December 2020
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Development Application 9
Document Set ID: 1698405
Version: 1, Version Date: 07/07/2021DEVELOPMENT PROPOSAL
3. DEVELOPMENT PROPOSAL
Document Set ID: 1698405
Version: 1, Version Date: 07/07/2021
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Development Application 10DEVELOPMENT PROPOSAL
Land Uses
The proposed service station development includes construction of car refuelling and heavy vehicle
refuelling hardstand areas, various retail outlets (including fast food offerings), amenities, truck wash
facility, service and deliveries area and associated car and truck parking.
10 double sided car fuel pumps accommodating 20 vehicles and four high flow heavy vehicle fuel
pumps in a separate designated area will cater for the refuelling needs of northbound highway traffic.
The refuelling areas have been set back to provide ample queuing capacity.
A pedestrian link is also proposed towards the eastern end of the site to connect the site with the
existing New Italy Museum and newly upgraded rest area. The design intends to encourage motorists
to make convenient use of both the existing New Italy facilities and the proposed service station
facilities.
The development schedule is summarised in Table 3.1, with the proposed site layout shown in Figure
3.1.
Table 3.1: Development schedule
Use Size (GFA)
Convenience store 500m2
x4 retail (food) tenancies 660m2
Dining area (fast food) 579m2 (150 indoor/ outdoor seats)
Total 1739m2
Figure 3.1: Proposed site layout
Source: Architectural plan, drawing no: A002, dated 21 December 2020
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Development Application 11
Document Set ID: 1698405
Version: 1, Version Date: 07/07/2021DEVELOPMENT PROPOSAL
Vehicle Access
Given the site’s location adjacent to the recently upgraded Pacific Highway, site entry arrangements
are critical to ensuring appropriate deceleration lengths can be achieved, while accommodating a
range of vehicle types and those associated with the site and the New Italy Mus eum and rest area.
Vehicle entry is proposed along the Pacific Highway via the recently upgraded slip lane that was
delivered to provide formal entry to the New Italy Museum and upgraded rest area. All vehicles would
need to exit the site via a new driveway crossover on Swan Bay-New Italy Road, west of the at-grade
car park. This driveway is designed to accommodate all vehicles exiting the site, while also serving as a
secondary light vehicle entry (for vehicles up to cars with caravans and rigid trucks).
Vehicles accessing the site via Swan Bay-New Italy Road will generally be local traffic or vehicles
wishing to access the site from the New Italy rest area. It is noted that the proposed development
intends to accommodate the refuelling and food requirements of northbound highway traffic only. There
is no intention of attracting southbound highway traffic, with no changes proposed to the recently
upgraded highway. At no time will B-Double trucks be able to use the U-turn facilities north and south
of the site to access the site. The U-turn facilities have not been designed to allow B-Doubles to turn
around and the proposal does not intend to alter these arrangements. These facilities will continue to
function as intended, and mostly for use by local residents.
Detailed design of the internal site layout has been completed to ensure equitable use of the site by all
users. The access arrangements and internal circulation ensures that entering and exiting vehicles are
well separated at all times with no anticipated driver uncertainty and/ or safety concerns. It is noted
that the existing Pacific Highway deceleration and acceleration lanes that were recently delivered as
part of the upgraded New Italy facilities were designed in accordance with relevant Austroads
standards, as discussed in Section 2.4.
It is important to note that the design includes a separate heavy vehicle entry and light vehicle
(including coach) entry via the existing highway off-ramp. The entry design of each has considered the
requirements of Austroads Part 4C Section 11 and the TfNSW Supplements to Austroads Guidelines in
the context of how the branch off the existing highway off-ramp. This includes consideration of the
following key design principles:
• highway gradients considered
• posted speed 100km/h
• design speed 100km/h
• design vehicle 36m B-Triple
• 40km/h speed at the start of the heavy vehicle entry from the off-ramp.
Overall, the length of the highway off-ramp meets the minimum Austroads requirements, separates
heavy and light vehicles internal to the site and ensures adequate separation from the e xisting New
Italy rest area. The secondary Swan Bay-New Italy Road entry would also ensure no incentive for users
to make illegal turns or attempt to access the site from the north via the highway off-ramp.
A key component of the site access arrangements is to ensure highway safety is maintained for all
users at all times. This includes consideration for existing New Italy customers and rest area layout
together with avoiding introducing any such new safety concerns.
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Development Application 12
Document Set ID: 1698405
Version: 1, Version Date: 07/07/2021DEVELOPMENT PROPOSAL
Car Parking Requirements
3.3.1. Council DCP
The car parking provision requirements for different development types are set out in Part B of the
Richmond Valley Development Control Plan (DCP) 2015. A review of the car parking requirements
rates and floor area schedule results in a parking requirement for the proposal as summarised in Table
3.2.
Table 3.2: DCP 2015 car parking requirements
Use Size Parking Rate Parking Requirement
Service station including 20 fuel pumps,
1 per fuel pump, plus 1 per 100m2 of GFA 25
convenience store plus 500m2
1 per 30m 2 of GFA (including external
1,239m2 plus
Take away food and drink dining areas), plus where a drive thru is 42
2 drive-thru
premises provided – 2 waiting bays, plus queuing plus 24 for drive thru
facilities
area for 10 cars
67 spaces plus 24
Total
drive thru
Based on the above, the proposal is theoretically required to provide a minimum of 67 parking spaces
plus include capacity for 24 cars associated with the two drive-thru areas.
In addition, the provision for accessible car parking for different type of developments is set out in
National Construction Code 2016 Volume One (NCC). The requirement for service station (Class 6) is
1 space for every 50 car parking spaces or part thereof for car par ks up to 100 car parking spaces.
Therefore, the proposal is theoretically required to provide a minimum of three accessible parking
spaces.
3.3.2. TfNSW Guidelines
Parking requirements for specific land uses have also been sourced from Transport for NSW Guide to
Traffic Generating Developments (2002). The TfNSW parking rates for the proposed development are
summarised in Table 3.3.
Table 3.3: TfNSW Guide car parking requirements
Description Use Size/ no. Parking Rate Parking Requirement
convenience 6 spaces per work bay.
500m2 25 spaces
store 5 spaces per 100 sqm gross floor area
if a convenience store is provided.
Service station
restaurant 660m2, 15 spaces per 100 sqm gross floor
area or 1 space per 3 seats if a 50-99 spaces
(fast food) 150 seats
restaurant is provided.
Total 75-124 spaces
Table 3.3 indicates between 75 and 124 parking spaces are required for the proposed development.
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Development Application 13
Document Set ID: 1698405
Version: 1, Version Date: 07/07/2021DEVELOPMENT PROPOSAL
Adequacy of Parking Supply
The development proposes a total of 148 on-site parking spaces, including four accessible parking
spaces, 27 truck spaces and two coach bays. Additional capacity for nine motorbikes is also provided.
The parking provision exceeds the minimum DCP 2015 and TfNSW requirements of 67 and 124
spaces, respectively. This also ensures that the quantum of parking appropriately considers the
additional demands placed on service stations during seasonal peaks experienced along most National
Highways in Australia. Based on the location of the site, the peak season is mostly associated with
school holidays.
The proposal also includes two drive-thru areas for two of the fast food tenancies. The areas are
located to the rear of the building and separated from the main on-site circulation aisles. Each provides
two waiting bays with queuing for 10 to 11 cars. At no time would queuing extend onto the surrounding
road network.
Overall, the proposed quantum of parking and related facilities is considered appropriate for the
intended uses in such a location. The four accessible parking spaces included as part of the site layout
plans are in close proximity to the building entrance. The proposed parking breakdown and overall
provision is summarised in Table 3.4.
Table 3.4: Proposed parking provision
Use No. of spaces
Front of house 43 (incl. 4 accessible)
Back of house (retail/ fast food) 68
Sub-total 111
Motorcycle bays 9
Truck parking 27
Coach parking 2
Car with trailer/ caravan 8
Total 157
Loading Facilities
Based on DCP 2015, the parking for delivery/ service vehicles would be provided based on the
discretion of Council at the time of assessment considering the type of delivery or service appropriate
to the service station, the practicalities of each site, the likelihood for oversize vehicles, and any other
factors specific to the proposed development.
Other requirements include:
• Delivery bays would be provided with sufficient manoeuvring area to enable vehicles to
conveniently turn within the site as to ensure that they enter and exit the site in a forward
direction.
• Delivery bays shall be located to ensure minimal conflict with other vehicles and pedestrians.
• The developer is to submit details of the maximum size and configuration of delivery or service
vehicles expected to access the site, along with expected frequencies for delivery etc.
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Development Application 14
Document Set ID: 1698405
Version: 1, Version Date: 07/07/2021DEVELOPMENT PROPOSAL
It is noted that DCP 2015 requires all access, parking and loading/ unloading activity to comply with
AS2890 for commercial development.
A dedicated back-of-house loading dock and garbage collection area is proposed immediately
adjacent to the rear of the building. The proposed three loading bays have been designed to
accommodate two 12.5 metre large rigid vehicles and one 8.8 metre large rigid vehicle. All service
vehicles would be able enter and exit the loading area in a forward direction, and manoeuvre
independently in and out of each bay.
It is noted that 20 metre semi-trailers may also require access having regard to the site’s location on
the Pacific Highway and the potential need to have such vehicles service the site. These specifics can
be determined as part of detailed design. The requirements will be based on the outcomes of the
discussion/ liaison with the Council upon the applicant’s submission of details on the maximum size an d
configuration of service vehicles expected to access the site, as well as the expected delivery
frequency.
The fuel storage tanks would be filled from a central remote filling point close to the heavy vehicle
refuelling area. This will ensure minimal disruption to site operations, with temporary minor reduction in
refuelling capacity during non-peak periods. The fuel storage tanks are typically serviced by 20 metre
semi-trailers, or 26 metre B-Doubles. The site layout and design allows for such vehicles.
Site Layout Review
The site access arrangements, internal circulation, refuelling areas and car parks/ drive-thru areas
have been reviewed against the requirements of Richmond Valley Council DCP, the Australian
Standard for Off Street Car Parking (AS/NZS2890.1:2004 and AS/NZS2890.6:2009) and the Australian
Standard for Off Street Commercial Vehicle Facilities (AS2890.2:2018). This assessment included a
review of the following:
• access driveways
• car space dimensions and aisle widths
• refuelling areas and queuing capacity
• drive-thru facilities and queuing capacity
• service areas/ loading docks
• adjacent structures
• internal circulation
• parking for persons with disabilities.
In addition, the TfNSW document “Highway Service Centres Along the Pacific Highway Policy Review”
(dated May 2014) also sets out additional requirements for highway service centres. Provision of
highway service centres encourages drivers to “stop, revive, survive” and take breaks when the y
recognise the warning signs of fatigue, which contributes significantly to travel safety and efficienc y.
The New Italy Museum and rest area has long accommodated such highway traffic for the purposes of
rest and refreshments. In this regard, the proposal definitively supports and expands on the role of New
Italy in providing additional services for highway traffic.
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Development Application 15
Document Set ID: 1698405
Version: 1, Version Date: 07/07/2021DEVELOPMENT PROPOSAL
Although highway service centres are commonly used as a rest point given the availability of amenities
such as fuel and food to travellers, other dedicated rest areas along the highway without such
amenities are also important to highway users. With this in mind, it is important to recognise the
location of all such facilities along the northern section of the Pacific Highway, and in t he context of
New Italy, these are shown in Figure 3.2.
Figure 3.2: Nearby rest areas and service stations
Base map source: www.pacifichighway.nsw.gov.au/pacific-highway-upgrade
The proposed layout allows for good access to the fuel pumps with more than adequate on-site
queuing available while ensuring paths of travel to other on-site parking spaces can be maintained,
even during the busiest of periods. The separation of light and heavy vehicles is typical for such
facilities and ensures safety is maintained for all users while retaining a high level of efficiency for
internal circulation within the overall site.
The dedicated heavy vehicle area to the west of the site provides four fuel pumps and parking for up to
27 heavy vehicles. The in-ground fuel storage tank fill point is located close to the truck refuelling area,
with a tanker able to stand in the area without significantly impeding other heavy vehicle access.
There are two separate drive-thru lanes dedicated for two of the food tenancies. The drive-thru areas
include a queuing capacity of minimum six vehicles to the pick-up point per lane before entering the
adjacent internal circulation road. Overall, the proposed site layout is laid out in a clear and simple
manner with good separation of the uses.
The proposed site access driveways are in locations where adequate sightlines are maintained in all
directions. This includes along Swan Bay-New Italy Road where some localised road widening will be
necessary to accommodate heavy vehicles. Overarching comments on the site layout plans include:
• The proposed site layout is considered appropriate and allows for good separation of on -site uses.
• All vehicles types will be able to safely enter the site, access the fuel pumps and other on-site
uses and exit the site safely.
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Document Set ID: 1698405
Version: 1, Version Date: 07/07/2021DEVELOPMENT PROPOSAL
• Swept paths confirm the design is sound, with some minor amendments necessary during detailed
design.
• A dedicated loading dock to the rear of the building ensures access by vehicles up to 12.5 metre
heavy rigid vehicles, with manoeuvring to occur independently of other vehicles.
• The fuel storage tanks would be filled from a central remote filling point, typically by a 20 metre
semi-trailers or 26 metre B-Doubles.
• Parking is provided in accordance with the relevant Australian Standards with the site generally
regarded as a User Class 3 and Class 3A facility. In general, parking spaces have been designed
to be 5.4 metres long and 2.6 metres wide with minimum 6.2 metres wide aisles (wider in some
locations).
• Heavy vehicles are easily separated from light vehicles at the entry of the service station. They
can refuel and then processed to the formal angled parking spaces to the rear of the site or
circulate to exit. No conflicts with light vehicles are present.
• Light vehicles would be able to refuel and exit, or park/ recirculate to access on -site parking or
drive-thru areas to use the other site facilities.
• Cars with trailer/ caravan would be able to refuel and exit, or park/ recirculate to access on-site
parking.
• Pedestrian desire lines from the coach/ truck facilities are clearly marked and minimise conflict
between pedestrians and vehicles.
• The proposed site layout ensures that all traffic arrangements are safe and efficient with no impact
to traffic or pedestrians external to the site.
A detailed car park review and swept path assessment for a variety of vehicle types has been
completed and included in Appendix A.
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Development Application 17
Document Set ID: 1698405
Version: 1, Version Date: 07/07/2021TRAFFIC IMPACT ASSESSMENT
4. TRAFFIC IMPACT
ASSESSMENT
Document Set ID: 1698405
Version: 1, Version Date: 07/07/2021
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Development Application 18TRAFFIC IMPACT ASSESSMENT
Traffic Assessment
The proposed service station, broadly comprising the fuel pumps, convenience store and food
offerings, would not tend to generate any additional, or ‘new’ vehicle trips, rather simply
accommodating northbound vehicles already on the Pacific Highway passing the site.
Traffic estimates for the proposal have been sourced from the TfNSW Guide to Traffic Generating
Developments (2002). The Guide provides the following formula for the evening peak two-way (in/ out)
traffic generation for service stations with convenience stores.
• Evening peak hour vehicle trips = 0.04 A(S) + 0.3 A(F) or
• Evening peak hour vehicle trips = 0.66 A(F), where
o A(S) = area of site (m 2 )
o A(F) = gross floor area of convenience store (m 2 ).
Furthermore, the Guide provides estimates of traffic generation for drive-thru food outlets. Given the
location and GFA, the traffic generation rates for a KFC restaurant have been assumed to be an
appropriate estimate of traffic for this use, and are valid for comparable fast-food outlets such as
Hungry Jacks, Subway and Guzman Y Gomez etc. The average of the TfNSW survey results is 100
vehicle trips during any peak hour for such land uses. An increased trip generation only occurs for
McDonalds franchises, which attracts 180 vehicle trips per hour during peak periods.
The following aspects are considered key to better understanding of proposals likely combined traffic
activity:
• The anticipated site traffic activity has been assessed based on the convenience store area (fuel
retail) rather than the total site area, given the TfNSW rates are largely based on urban locations
where site areas are not required to accommodate large truck parking areas.
• The traffic rates for KFC and McDonalds restaurants has been assumed to be an appropriate
estimate of traffic activity for this use. This is also conservatively high as it does not consider the
site’s location, where the rates tend to be lower than those in urban locati ons.
• The use of the retail/ drive-thru food outlets at such facilities tends to be somewhat ancillary to the
service station function.
• The Pacific Highway currently provides other service stations that will continue to attract highway
users themselves – the closest being the BP at Ballina about 50 kilometres further north.
A summary of the traffic activity is included in Table 4.1.
Table 4.1: Anticipated peak hour traffic
Land Use GFA No. of Vehicle Trips
Convenience store 500m 2
330
Tenancy 2 (like KFC) 150m2 100
Tenancy 3 (like KFC) 180m 2
100
Tenancy 4 (like KFC) 80m2 100
Tenancy 5 (like McDonalds) 250m2 180
Total 810 trips
N157151 // 01/03/2021
Transport Impact Assessment // Issue: A
Pacific Highway, New Italy, Service Station
Development Application 19
Document Set ID: 1698405
Version: 1, Version Date: 07/07/2021TRAFFIC IMPACT ASSESSMENT
Table 4.1 indicates that the site could theorectially incorporate up to 810 vehicle trips in any peak
hour. In reality, the development would not actually generate traffic volumes of this order for several
reasons and an assessment based on proportional use of passing Pacific Highway traffic is discussed
below.
4.1.1. Characteristic Trip Types
An important characteristic of the traffic generation for the proposed development is the different types
of trips which may occur. These different trip types correspond to:
• ‘Primary Trips’
• ‘Link-diverted Trips’
• ‘Non-link-diverted Trips’
Primary trips and link-diverted trips involve a vehicle either making a special trip or a modification of
the route to an existing trip. Non-link-diverted trips, on the other hand, correspond to those trips which
do not involve a diversion from the route that would otherwise have been taken, or in other words are
trips generated by passing traffic. The important distinction here is that it is only primary trips and link -
diverted trips which impact upon the external road network. Non-link-diverted trips are already present
on the adjacent road network, and although these trips need to be considered in the design of access
driveways, turning lanes and so on, they do not constitute additional traffic per se.
With consideration for the above, it is anticipated that almost all traffic accessing the site will be traffic
on the Pacific Highway already passing. That said, it could be conservatively estimated that 10 per
cent of traffic could be ‘new’ trips not otherwise on the Pacific Highway passing the site. That is, they
have made a purposeful trip to the site for fuel or to use the convenience store and/ or fast food
restaurants etc.
In addition, a first principles assessment has been completed based on the ability of the service station
to attract passing traffic. Assuming this proportional amount to be 20 per cent of existing northbound
highway traffic (estimated to be about 470 vehicles per hour), and accounting for new trips, the
proposed development is realistically expected to accommodate about 100 to 110 vehicles in any peak
hour. This equates to 200 to 220 vehicle trips (in plus out), with seasonal variations likely to result in a
maximum of 150 vehicles (300 vehicle trips) in any peak hour.
Overall, the proposed development has been designed to accommodate lagre traffic volumes and to
appropriately cater for typical and seasonal peak period traffic demands.
Highway Safety
The sites location lends itself to good sightlines along the Pacific Highway, with adequate setbacks and
separation of driveways from any adjacent crossovers south of the off ramp.
The existing highway off-ramp has been upgraded as part of TfNSW’s Pacific Highway upgrade and
were designed in accordance with relevant design standard (i.e. Austroads), as discussed in Section
2.4.
As discussed, the proposed separate heavy vehicle entry and light vehicle (including coach) entry via
the existing highway off-ramp have been designed in accordance with Austroads Part 3: Geometric
N157151 // 01/03/2021
Transport Impact Assessment // Issue: A
Pacific Highway, New Italy, Service Station
Development Application 20
Document Set ID: 1698405
Version: 1, Version Date: 07/07/2021TRAFFIC IMPACT ASSESSMENT
Design (AGRD Part 3) and Part 4C: Interchanges (AGRD Part 4C) and the TfNSW Supplements to
Austroads Guidelines. This includes the following key design principles:
• highway gradients considered
• posted speed limit 100km/h
• design speed 100km/h.
• design vehicle 36 metre B-triple
• 40km/h speed at the start of the heavy vehicle entry from the off-ramp.
Based on the above parameters, the various spatial requirements for the following elements of the site
entry points via the highway off-ramp are summarised below and are reflected in the proposed site
access design:
• minimum radii of horizontal curves (Table 7.6 of AGRD Part 3)
o desirable minimum radii is 35 metre on rural roads with a maximum allowable six per cent
superelevation
• single-lane exit ramp length (Table 11.1 of AGRD Part 4C)
o minimum deceleration lane length of 247 metres (including 130 metre deceleration distance)
is required.
The proposed site entries allow for 250 metre and 315 metre deceleration lane lengths to the heavy
and light vehicle site entry points respectively, and an entry radius of 40 metres which meets
Austroads requirements.
A key component of the site access arrangements is to ensure highway safety is maintained for all
users at all times. This includes consideration for existing New Italy customers and rest area layout
together with preventing the introduction of any new safety concerns.
The access design has considered these to ensure a safe environment is maintained and with minor
modifications proposed, is able to achieve this outcome. The following highlight the key design
aspects, with the entry locations relative to the rest area shown in Figure 4.1 and the Pacific Highway
U-turn facility south of New Italy shown in Figure 4.2.
• retaining the existing highway off-ramp alignment to the recently upgraded New Italy rest area
• ensuring separation of the two site entry points from the main access to the upgraded New Italy
rest area
• delivering separate heavy and light vehicle entry points into the site, with a separation of 65
metres between the two entries
• maintaining minimum Austroads requirements for deceleration lanes and desirable site entry
speed, particularly for heavy vehicles.
N157151 // 01/03/2021
Transport Impact Assessment // Issue: A
Pacific Highway, New Italy, Service Station
Development Application 21
Document Set ID: 1698405
Version: 1, Version Date: 07/07/2021TRAFFIC IMPACT ASSESSMENT
Figure 4.1: Proposed Pacific Highway site access arrangements and deceleration lengths
Figure 4.2: Pacific Highway U-turn facility south of New Italy
N157151 // 01/03/2021
Transport Impact Assessment // Issue: A
Pacific Highway, New Italy, Service Station
Development Application 22
Document Set ID: 1698405
Version: 1, Version Date: 07/07/2021CONCLUSION
5. CONCLUSION
Document Set ID: 1698405
Version: 1, Version Date: 07/07/2021
05
N157151 // 01/03/2021
Transport Impact Assessment // Issue: A
Pacific Highway, New Italy, Service Station
Development Application 23CONCLUSION
Based on the analysis and discussions presented within this report, the following findings and
conclusions are relevant:
The New Italy Museum and rest area has long offered refreshments and toilet facilities for highway
users. It is an important rest stop on the Pacific Highway given a general absence of facilities in
the regional area with the closest facilities being Ballina BP to the north and Halfway Creek Shell
to the south.
As part of the TfNSW Pacific Highway upgrades, the New Italy rest area has recently been
upgraded to include a formalised light vehicle car park, turning areas, lo calised widening and line
marking, with highway deceleration and acceleration lanes designed in accordance with
Austroads requirements.
Two U-turn bays for both northbound and southbound highway traffic have also been delivered as
part of the highway upgrades. These facilitate local road access for local residents and are
designed for use by all vehicles up to 20 metre semi-trailers.
Richmond Valley Development Control Plan 2015 has a parking requirement of 67 spaces plus
additional queuing capacity for 24 cars associated with the two drive thru areas. Transport for
NSW Guide to Traffic Generating Developments defines a parking requirement of between 75 and
124 spaces.
The proposed development includes a total of 157 on-site parking spaces, including 111 car
parking spaces (four accessible), eight cars with caravan spaces, 27 truck spaces, two coach
spaces and nine motorcycle spaces. This provision exceeds the minimum statutory requirements
and able to accommodate the well-known seasonal peaks experienced along most National
Highways in Australia.
A dedicated loading dock to the rear of the building with capacity for three rigid trucks will provide
for all the servicing needs of the site.
The in-ground fuel storage tanks would be filled from a central remote filling point close to the
heavy vehicle refuelling area, with minimal disruption to site operations.
The proposed site layout is consistent with the dimensional requirements as set out in the
Australian/ New Zealand Standard for Off-Street Car Parking (AS/NZS2890.1:2004 and
AS/NZS2890.6:2009) and Australian Standard Parking Facilities for Off-Street Commercial
Vehicle Facilities (AS2890.2:2018).
It is anticipated that almost all customers accessing the development will be passing traffic
already on the Pacific Highway. A conservatively high assessment also defines 10 per cent of all
traffic as ‘new’ trips not otherwise already passing the site on the Pacific Highway.
Assuming the site attracts up to 20 per cent of the estimated daily 5,000 to 5,500 northbound
vehicles on the Pacific Highway, and accounting for new trips and a hourly to daily ration of 8.5
per cent, the proposed service station is expected to generate about 100 to 110 vehicles in any
peak hour. This equates to 200 to 220 vehicles trips (in plus out), with seasonal variations likely to
result in a maximum of 150 vehicles (300 vehicle trips) in any peak hour.
The site layout and access arrangements are considered appropriate and readily able to
accommodate the anticipated vehicle movements.
The proposed site access does not compromise the safety or design intent of the existing
Highway off-ramp to the upgraded New Italy Museum and rest area.
N157151 // 01/03/2021
Transport Impact Assessment // Issue: A
Pacific Highway, New Italy, Service Station
Development Application 24
Document Set ID: 1698405
Version: 1, Version Date: 07/07/2021CONCLUSION
The separate heavy vehicle and light vehicle (including coach) entries via the existing highway off-
ramp have been designed to meet the deceleration and minimum entry radii requirements of
Austroads Part 3 and Part 4C and the TfNSW Supplements to Austroads Guidelines .
The proposed Service Centre does not compromise the objectives in TfNSW document “Highway
Services Centres Along the Pacific Highway Policy Review”. Instead, the proposal definitively
supports and expands on the role of New Italy in providing additional services for highway traffic.
N157151 // 01/03/2021
Transport Impact Assessment // Issue: A
Pacific Highway, New Italy, Service Station
Development Application 25
Document Set ID: 1698405
Version: 1, Version Date: 07/07/2021APPENDIX: COMPLIANCE REVIEW
AND VEHICLE SWEPT PATHS
A.COMPLIANCE REVIEW AND
VEHICLE SWEPT PATHS
Document Set ID: 1698405
Version: 1, Version Date: 07/07/2021
N157151 // 01/03/2021
A
Transport Impact Assessment // Issue: A
Pacific Highway, New Italy, Service Station
Development ApplicationNEW ITALY MUSEUM
VISITORS CENTRE
EXISTING
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DESIGNED DESIGN CHECK SCALE 0 5 10 20 NEW ITALY SERVICE STATION
Melbourne
Sydney
03 9851 9600
02 8448 1800 PRELIMINARY PLAN WARNING R.ZHANG R.HAZELL A3 1:1000
PACIFIC HIGHWAY, NEW ITALY NSW 2472
Brisbane 07 3113 5000 BEWARE OF UNDERGROUND SERVICES
Adelaide 08 8334 3600
FOR DISCUSSION PURPOSES ONLY THE LOCATIONS OF UNDERGROUND SERVICES ARE DESIGN ADVICE
SUBJECT TO CHANGE WITHOUT
GTAconsultants Perth 08 6169 1000
NOTIFICATION
APPROXIMATE ONLY AND THEIR EXACT POSITION
SHOULD BE PROVEN ON SITE. NO GUARANTEE IS
APPROVED BY DATE ISSUED CAD FILE NO. CONCEPT PLAN
www.gta.com.au GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.
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Document Set ID: 1698405
Version: 1, Version Date: 07/07/2021DESIGNED DESIGN CHECK SCALE 0 2.5 5 10 NEW ITALY SERVICE STATION
Melbourne
Sydney
03 9851 9600
02 8448 1800 PRELIMINARY PLAN WARNING R.ZHANG R.HAZELL A3 1:500
PACIFIC HIGHWAY, NEW ITALY NSW 2472
Brisbane 07 3113 5000 BEWARE OF UNDERGROUND SERVICES
Adelaide 08 8334 3600
FOR DISCUSSION PURPOSES ONLY THE LOCATIONS OF UNDERGROUND SERVICES ARE DESIGN ADVICE
SUBJECT TO CHANGE WITHOUT
GTAconsultants Perth 08 6169 1000
NOTIFICATION
APPROXIMATE ONLY AND THEIR EXACT POSITION
SHOULD BE PROVEN ON SITE. NO GUARANTEE IS
APPROVED BY DATE ISSUED CAD FILE NO. CONCEPT PLAN
www.gta.com.au GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.
R.HAZELL 22 DECEMBER 2020 N157151-01-P6.DWG
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Document Set ID: 1698405
Version: 1, Version Date: 07/07/2021DESIGNED DESIGN CHECK SCALE 0 2.5 5 10 NEW ITALY SERVICE STATION
Melbourne
Sydney
03 9851 9600
02 8448 1800 PRELIMINARY PLAN WARNING R.ZHANG R.HAZELL A3 1:500
PACIFIC HIGHWAY, NEW ITALY NSW 2472
Brisbane 07 3113 5000 BEWARE OF UNDERGROUND SERVICES
Adelaide 08 8334 3600
FOR DISCUSSION PURPOSES ONLY THE LOCATIONS OF UNDERGROUND SERVICES ARE DESIGN ADVICE
SUBJECT TO CHANGE WITHOUT
GTAconsultants Perth 08 6169 1000
NOTIFICATION
APPROXIMATE ONLY AND THEIR EXACT POSITION
SHOULD BE PROVEN ON SITE. NO GUARANTEE IS
APPROVED BY DATE ISSUED CAD FILE NO. CONCEPT PLAN
www.gta.com.au GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.
R.HAZELL 22 DECEMBER 2020 N157151-01-P6.DWG
DRAWING NO. N157151-01-03
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Document Set ID: 1698405
Version: 1, Version Date: 07/07/2021NEW ITALY MUSEUM
VISITORS CENTRE
EXISTING
Playground
y5
ten 0m2
anc
25
PARK OF PEACE
EA
AR
ICE
y4
ten 0m2
RV
& SE
anc
y3
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ten 0m2
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8
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anc
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ANEM
CLE
WC ROO
MALE
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UNISEX
SIBLE
6 s
ACCES E
ING
ENSUITtraveller
caravan
UNISEXIBLE
5
ACCESS E
ENSUIT
AT
4
DO AREA 2
MALEITE
ENSU
m
MALE E 3
SE
ENSUIT
226
E
FEMAL E 2
ENSUIT
OR
1
FEMALEE
ENSUIT
WAY GYM
HALL KIES
TRUC
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CHA
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SALE
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ten 2
anc
m
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FUEL
500
AR
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AT
SE
2
353m
OR
INDO
S
SALE
FOOD
OCKY
AIRL TR
EN
INKS OM
&
DR LRO
O
CO
PLANT ROOM
5400
2400
1800
truck wash 2400
TE O F
RE OINT IDE O
P ERS PY
L
FIL
MO S T
O
UN CAN
D
4
6 5
7
3
1 2VR
ATG
DIP
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,P
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DESIGNED DESIGN CHECK SCALE 0 5 10 20 NEW ITALY SERVICE STATION
Melbourne
Sydney
03 9851 9600
02 8448 1800 PRELIMINARY PLAN WARNING R.ZHANG R.HAZELL A3 1:1000
PACIFIC HIGHWAY, NEW ITALY NSW 2472
Brisbane 07 3113 5000 BEWARE OF UNDERGROUND SERVICES
Adelaide 08 8334 3600
FOR DISCUSSION PURPOSES ONLY THE LOCATIONS OF UNDERGROUND SERVICES ARE
SUBJECT TO CHANGE WITHOUT
GTAconsultants Perth 08 6169 1000
NOTIFICATION
APPROXIMATE ONLY AND THEIR EXACT POSITION
SHOULD BE PROVEN ON SITE. NO GUARANTEE IS
APPROVED BY DATE ISSUED CAD FILE NO. VEHICLE SWEPT PATH ASSESSMENT
www.gta.com.au GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.
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Document Set ID: 1698405
Version: 1, Version Date: 07/07/2021NEW ITALY MUSEUM
VISITORS CENTRE
EXISTING
Playground
y5
ten 0m2
anc
25
PARK OF PEACE
EA
AR
ICE
y4
ten 0m2
RV
& SE
anc
y3
ING
ten 0m2
AD
8
LO
anc
NT
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ACCES E
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ENSUIT
UNISEX
ten 0m2
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RS
ANEM
CLE
WC ROO
MALE
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UNISEX
SIBLE
6 s
ACCES E
ING
ENSUITtraveller
caravan
UNISEXIBLE
5
ACCESS E
ENSUIT
AT
4
DO AREA 2
MALEITE
ENSU
m
MALE E 3
SE
ENSUIT
226
E
FEMAL E 2
ENSUIT
OR
1
FEMALEE
ENSUIT
WAY GYM
HALL KIES
TRUC
NGE
Y
BAB
CHA
T
OU
DRY
LAUN
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WM
WC
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FEMA
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CTR ROO
GE
LOUN
TCH
KIES
TRUC
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SWI
1
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SALE
y
ten 2
anc
m
EA
FUEL
500
AR
ING
AT
SE
2
353m
OR
INDO
S
SALE
FOOD
OCKY
AIRL TR
EN
INKS OM
&
DR LRO
O
CO
PLANT ROOM
5400
2400
1800
truck wash 2400
TE O F
RE OINT IDE O
P ERS PY
L
FIL
MO S T
O
UN CAN
D
4
6 5
7
3
1 2VR
ATG
DIP
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DIP
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UN ORAG NSU
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OU
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KIN
&
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FU
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PA
K
AR
,P
EL
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DESIGNED DESIGN CHECK SCALE 0 5 10 20 NEW ITALY SERVICE STATION
Melbourne
Sydney
03 9851 9600
02 8448 1800 PRELIMINARY PLAN WARNING R.ZHANG R.HAZELL A3 1:1000
PACIFIC HIGHWAY, NEW ITALY NSW 2472
Brisbane 07 3113 5000 BEWARE OF UNDERGROUND SERVICES
Adelaide 08 8334 3600
FOR DISCUSSION PURPOSES ONLY THE LOCATIONS OF UNDERGROUND SERVICES ARE
SUBJECT TO CHANGE WITHOUT
GTAconsultants Perth 08 6169 1000
NOTIFICATION
APPROXIMATE ONLY AND THEIR EXACT POSITION
SHOULD BE PROVEN ON SITE. NO GUARANTEE IS
APPROVED BY DATE ISSUED CAD FILE NO. VEHICLE SWEPT PATH ASSESSMENT
www.gta.com.au GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.
R.HAZELL 22 DECEMBER 2020 N157151-01-P6.DWG
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Version: 1, Version Date: 07/07/2021NEW ITALY MUSEUM
VISITORS CENTRE
EXISTING
Playground
y5
ten 0m2
anc
25
PARK OF PEACE
EA
AR
ICE
y4
ten 0m2
RV
& SE
anc
y3
ING
ten 0m2
AD
8
LO
anc
NT
18
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SIBLE
ACCES E
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ENSUIT
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RS
ANEM
CLE
WC ROO
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UNISEX
SIBLE
6 s
ACCES E
ING
ENSUITtraveller
caravan
UNISEXIBLE
5
ACCESS E
ENSUIT
AT
4
DO AREA 2
MALEITE
ENSU
m
MALE E 3
SE
ENSUIT
226
E
FEMAL E 2
ENSUIT
OR
1
FEMALEE
ENSUIT
WAY GYM
HALL KIES
TRUC
NGE
Y
BAB
CHA
T
OU
DRY
LAUN
DR
WM
WC
LE
FEMA
ICAL M
CTR ROO
GE
LOUN
TCH
KIES
TRUC
ELE
SWI
1
S
SALE
y
ten 2
anc
m
EA
FUEL
500
AR
ING
AT
SE
2
353m
OR
INDO
S
SALE
FOOD
OCKY
AIRL TR
EN
INKS OM
&
DR LRO
O
CO
PLANT ROOM
5400
2400
1800
truck wash 2400
TE O F
RE OINT IDE O
P ERS PY
L
FIL
MO S T
O
UN CAN
D
4
6 5
7
3
1 2VR
ATG
DIP
N
D
HY
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SIG
AT
DIP
G
AT
DIP
ID
G
AT
DIP
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HY DIP
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HY
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DIP
G
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DIP
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ND S REF ETAIL
TO
IT
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X
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IT
FU
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UN ORAG NSU
G
OU
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ST EL CO
KIN
&
R
DE
ING
FU
R
PA
K
AR
,P
EL
FU
DESIGNED DESIGN CHECK SCALE 0 5 10 20 NEW ITALY SERVICE STATION
Melbourne
Sydney
03 9851 9600
02 8448 1800 PRELIMINARY PLAN WARNING R.ZHANG R.HAZELL A3 1:1000
PACIFIC HIGHWAY, NEW ITALY NSW 2472
Brisbane 07 3113 5000 BEWARE OF UNDERGROUND SERVICES
Adelaide 08 8334 3600
FOR DISCUSSION PURPOSES ONLY THE LOCATIONS OF UNDERGROUND SERVICES ARE
SUBJECT TO CHANGE WITHOUT
GTAconsultants Perth 08 6169 1000
NOTIFICATION
APPROXIMATE ONLY AND THEIR EXACT POSITION
SHOULD BE PROVEN ON SITE. NO GUARANTEE IS
APPROVED BY DATE ISSUED CAD FILE NO. VEHICLE SWEPT PATH ASSESSMENT
www.gta.com.au GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.
R.HAZELL 22 DECEMBER 2020 N157151-01-P6.DWG
DRAWING NO. N157151-01-06
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Document Set ID: 1698405
Version: 1, Version Date: 07/07/2021NEW ITALY MUSEUM
VISITORS CENTRE
EXISTING
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DESIGNED DESIGN CHECK SCALE 0 5 10 20 NEW ITALY SERVICE STATION
Melbourne
Sydney
03 9851 9600
02 8448 1800 PRELIMINARY PLAN WARNING R.ZHANG R.HAZELL A3 1:1000
PACIFIC HIGHWAY, NEW ITALY NSW 2472
Brisbane 07 3113 5000 BEWARE OF UNDERGROUND SERVICES
Adelaide 08 8334 3600
FOR DISCUSSION PURPOSES ONLY THE LOCATIONS OF UNDERGROUND SERVICES ARE
SUBJECT TO CHANGE WITHOUT
GTAconsultants Perth 08 6169 1000
NOTIFICATION
APPROXIMATE ONLY AND THEIR EXACT POSITION
SHOULD BE PROVEN ON SITE. NO GUARANTEE IS
APPROVED BY DATE ISSUED CAD FILE NO. VEHICLE SWEPT PATH ASSESSMENT
www.gta.com.au GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.
R.HAZELL 22 DECEMBER 2020 N157151-01-P6.DWG
DRAWING NO. N157151-01-07
N157151- 07 SHEET 07
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-P ISSUE .d
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Document Set ID: 1698405
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