Prepared by: GTA Consultants (VIC) Pty Ltd for Alphington Developments Pty Ltd
on 23/11/20
Reference: V158402
Issue #: B
Yarrabend Alphington Boiler House Precinct
Transport Impact Assessment
© GTA Consultants (VIC) Pty Ltd [ABN 34 137 610 381] 2020
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GT
A R
ep
ort
(V
IC)
Melbourne | Sydney | Brisbane
Adelaide | Perth
Yarrabend Alphington Boiler House Precinct
Transport Impact Assessment
Client: Alphington Developments Pty Ltd
on 23/11/20
Reference: V158402
Issue #: B
Quality Record
Issue Date Description Prepared By Checked By Approved By Signed
A 30/04/2019 Final Ruzana Alam Andy Harmer Chris Greenland Chris Greenland
B 23/11/2020 Revised Final Jackson Hamill-
Beach Andy Harmer Chris Greenland
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CONTENTS 1. Introduction 1
1.1. Background 1
1.2. Proposal 1
1.3. Subject Site 2
1.4. Purpose & Structure of this Report 5
1.5. References 6
2. Car Parking Provision 7
2.1. Statutory Car Parking Requirements 7
2.2. Car Parking Demand Assessment 7
3. Car Parking Layout 9
3.1. Design Standards 9
4. Traffic Impact 12
4.1. Preamble 12
4.2. Traffic Generation 12
4.3. Traffic Impact 12
5. Sustainable Transport Considerations 15
5.1. Bicycle Parking & Associated Facilities 15
5.2. Pedestrian Network 16
5.3. Public Transport 17
6. Other Matters 19
6.1. Refuse Collection 19
7. RFI Responses 20
8. Conclusion 21
Appendices
A. Existing Conditions Discussion
B. Swept Path Assessment
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Figures
Figure 1.1: Land Zoning Map 3
Figure 1.2: Subject Site and its Environs (Overall Context) 4
Figure 1.3: Subject Site and its Environs (Local Context) 5
Figure 4.1: Approved Vehicle Movement Strategy Plan for Overall Site 13
Figure 5.1: Boiler House Precinct Pedestrian Connectivity 17
Figure 5.2: Existing Public Transport Infrastructure 18
Tables
Table 1.1: Development Schedule 1
Table 2.1: Statutory Car Parking Requirements 7
Table 4.1: Residential Dwelling Traffic Generation Rates 12
Table 5.1: Statutory Requirement for Bicycle Facilities 15
INTRODUCTION
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1. INTRODUCTION
1.1. Background
A Development Plan was approved by Yarra City Council (via Council Resolution at a Special Council Meeting
on 2 December 2015) for the development of the Alphington Paper Mill site in Alphington.
A town planning permit application is currently being sought for a residential development located within the
Boiler House precinct of the overall Yarrabend site redevelopment. An application was recently submitted to
Yarra City Council for this precinct (Ref No. PLN20/0286) and upon review Council issued a Request for Further
Information (RFI) letter.
Updated plans have now been prepared in response to the RFI comments, which also include small changes
to the development yield, car and bicycle parking provisions. There have also been modifications to the design
of the basement car parking layout and the Boiler Lane private roadway design. On this basis, GTA Consultants
(GTA) has prepared an updated transport impact report to reflect the revised development plans, which now
supersedes the previously submitted TIA report (Rev A, dated 30 April 2020).
For ease of reference, direct responses to the transport related Council RFI comments are provided in Section
7 of this report, with commentary on the design response to each of these items provided.
1.2. Proposal
The Boiler House precinct consists of two separate buildings (Boiler House East and West), separated by the
private Boiler Lane running north-south down the middle. The precinct is located to the east of Chandler
Highway and south of Joel Crescent, in between Wetlap Precinct and Riverfront Precinct.
The development is proposed to comprise a total of 103 dwellings across the two buildings. A breakdown of
the residential development is provided in Table 1.1.
Table 1.1: Development Schedule
Dwelling Size No. Dwellings
1-bedroom 39
2-bedroom 42
3-bedroom 22
Total 103 dwellings
It is proposed to provide a total of 149 on-site car parking spaces across the lower ground and basement
levels, including 12 visitor spaces. It is noted that the two buildings will share a common basement car parking
level that spans underneath Boiler Lane (private road).
Vehicle access to the site will be directly via Boiler Lane running north-south between the two proposed
buildings. As mentioned above, Boiler Lane becomes a private road where it connects to Joel Crescent on its
northern end and will ultimately provide a vehicle connection through to a drop-off/pick-up facility for the
Riverfront West precinct to the south (subject to its own separate planning application). It should also be noted
that with the most recent iteration of plans, the car parking for the future Riverfront West precinct will be
accessed through an extension to the south from the Boiler House basement car park. This extension ramps
INTRODUCTION
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down from the Boiler House lower ground level, with the details of how this connects into Riverfront West to be
included in its own separate development plans in the future.
It is proposed to provide a total of 130 on-site bicycle parking spaces, including 104 spaces stored securely
for residents in two separate consolidated areas, as well as 26 visitor spaces provided in a few different publicly
accessible locations where they can be conveniently accessed at ground level.
There are two pedestrian access points, one into each building. The pedestrian access into Boiler East is
located off Joel Crescent and the pedestrian access into Boiler West is located off Boiler Lane (just south of
Joel Crescent). A pedestrian footpath is also proposed along the eastern side of Boiler Lane, ultimately
providing a link down to Riverfront West precinct.
GTA Consultants was commissioned by Alphington Developments Pty Ltd to undertake a transport impact
assessment of the proposed development.
1.3. Subject Site
1.3.1. Overall Site
The Alphington Paper Mill overall site is an inner Melbourne 16.5 hectare site located within the City of Yarra
in Alphington and is located within a Mixed Use Zone (MUZ). The site is located 7km from the central activities
district of Melbourne, sits within walking distance of train and bus services and abuts two main roads with
freeway access to the south.
The surrounding properties include a mix of residential, retail and commercial land uses. The notable
exceptions include the Public Park and Recreation Zones (PPRZ) and Public Conservation and Resource Zone
(PCRZ) to the south and east of the subject site.
The land zoning of the overall site is shown in Figure 1.1.
INTRODUCTION
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Figure 1.1: Land Zoning Map
(Reproduced from Land Channel web site)
1.3.2. Boiler House Precinct - Subject Site
The Boiler House Precinct is located along the western boundary of the overall site. The subject site is
bounded by Chandler Highway to the west, Wetlap Precinct to the north, Workshop Precinct to the east and
Riverfront Precinct to the south.
The location of the subject site (Boiler House Precinct) in relation to the overall site is shown on Figure 1.2
and Figure 1.3.
Subject
Site
INTRODUCTION
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Figure 1.2: Subject Site and its Environs (Overall Context)
Subject Site:
Boiler House
Precinct
INTRODUCTION
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Figure 1.3: Subject Site and its Environs (Local Context)
Further details regarding the subject site and the surrounding transport network are provided in Appendix A
of this report.
1.4. Purpose & Structure of this Report
The report sets out an assessment of the transport impacts of the proposed development and how they are
being addressed, including consideration of:
• The existing conditions pursuant the transport network in the vicinity of the site and any relevant
transport or planning policy relevant to the site.
• The expected traffic generation of the proposed development and the proposed transport response to
best accommodate these trips on the surrounding transport network.
• The details of the proposed transport response with respect to each relevant transport mode /
consideration, such as:
o active transport
o public transport
o loading and waste collection
o car parking provision & layout (including access arrangements)
o traffic impact.
INTRODUCTION
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1.5. References
In preparing this report, reference has been made to the following:
• Alphington Paper Mill Development Plan
• Yarra Planning Scheme
• plans for the proposed development prepared by Jackson Clement Burrows, dated 05/11/2020
• Australian Standard / New Zealand Standard, Parking Facilities (AS2890)
• reports completed by GTA for the Development Plan submission, titled “Alphington Paper Mill Site
Development Plan, Traffic Management Plan”, dated 19 August 2015 and “Alphington Paper Mill,
Integrated Transport Plan”, dated 19 August 2015
• an inspection of the site and its surrounds
• other documents as nominated.
CAR PARKING PROVISION
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2. CAR PARKING PROVISION
2.1. Statutory Car Parking Requirements
Statutory requirements for the provision of car parking are set out in Clause 52.06 of the Yarra Planning
Scheme, with parking rates specified in Table 1 to Clause 52.06-5. An assessment of the statutory parking
requirements for the development proposal is set out in Table 2.1.
Table 2.1: Statutory Car Parking Requirements
Description Use Size/No. Statutory Parking Rate Statutory Parking
Requirement
Apartments
Dwelling
(Residents)
103 dwellings
(39 x one-bedroom
+ 42 x two-bedroom
+ 22 x three-
bedroom)
1 space per one or two
bedroom dwelling
2 spaces per three+
bedroom dwelling
125 spaces
Dwelling (Visitors) 103 dwellings 1 space per five dwellings 20 spaces
Total 145 spaces
The above assessment anticipates the development proposal has statutory requirement of 145 car parking
spaces, including 125 resident and 20 visitor spaces.
In this instance, the proposed on-site parking provision of 149 car spaces satisfies the statutory requirement.
It is noted however, that the Applicant is proposing to allocate a total of 12 spaces for visitors which does not
meet the statutory requirement and a permit is being sought to reduce this requirement.
In addition to the statutory car parking requirements in the Planning Scheme, the Building Code of Australia
(BCA) outlines requirements for the provision of car parking for people with disabilities. For residential dwellings,
there is no BCA requirement for disabled parking.
2.2. Car Parking Demand Assessment
2.2.1. Decision Guidelines
With regard to not providing the statutory car parking requirement on-site, the Yarra Planning Scheme
indicates that a Car Parking Demand Assessment must assess the car parking demand likely to be
generated by the proposal. The assessment must consider the following:
• “The likelihood of multi-purpose trips within the locality which are likely to be combined with a trip to the
land in connection with the proposed use.
• The variation of car parking demand likely to be generated by the proposed use over time.
• The short-stay and long-stay car parking demand likely to be generated by the proposed use.
• The availability of public transport in the locality of the land.
• The convenience of pedestrian and cyclist access to the land.
• The provision of bicycle parking and end of trip facilities for cyclists in the locality of the land.
• The anticipated car ownership rates of likely or proposed visitors to or occupants (residents or
employees) of the land.
• Any empirical assessment or case study”
CAR PARKING PROVISION
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The combination of these factors often results in car parking demand being generated at rates different to the
statutory rates. An assessment of the likely car parking demand for each of the proposed land uses are
presented below.
2.2.2. Residential Car Parking Demand
The statutory resident parking requirement of 125 car spaces is consistent with the Development Plan
requirements and has been adopted for the purpose of this assessment.
2.2.3. Residential Visitor Car Parking Demand
Reference to GTA’s TMP report (dated 19 August 2015) indicates a recommended empirical peak visitor car
parking rate of 0.12 spaces per dwelling for high density dwellings. Application of this rate indicates a peak
demand of up to 12 car parking spaces for visitors.
2.2.4. Adequacy of Parking Provision
Having regard to the empirical car parking demands and Development Plan requirements outlined above, the
proposal is expected to generate a peak car parking demand of 137 spaces, including 125 spaces for
residents and 12 spaces for residential visitors.
The proposed on-site car parking provision of 149 spaces (including 12 on-site visitor spaces) satisfies the
abovementioned peak car parking demand expected to be generated by the site. The ‘spare’ 12 spaces
over and above the car parking demand assessment of 137 spaces are expected to be allocated to the
larger 2-bedroom dwellings as a second car space.
It should be noted that in this instance the Boiler House precinct is entirely self-sufficient in terms of visitor car
parking all being provided on-site and not relying on any public on-street parking.
Based on the above, the proposed car parking provision is considered to be appropriate to satisfy the
relevant demands.
CAR PARKING LAYOUT
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3. CAR PARKING LAYOUT
3.1. Design Standards
The proposed parking layout has been assessed in respect to the relevant Design Standards set out in
Clause 52.06 of the Yarra Planning Scheme and the Australian Standards (AS2890.1:2004).
A summary of compliance is set out below for the relevant design standards.
Design Standard 1: Accessways
• The site is accessed via Boiler Lane, which is proposed as a private lane accessway that branches off
from the end of the future Joel Terrace (public local street).
• Boiler Lane carriageway has been designed generally consistent with the requirements of Clause 56.06
of the Planning Scheme for an Access Lane or Access Place, with a clear width of 5.5m.
• Outside of the Boiler Lane carriageway (due to narrow area available), a 1.5m footpath has only been
provided on the eastern side of the carriageway, which is protected from the carriageway by a row of
bollards.
• The western side of the carriageway has a 1.2m wide landscaping strip between the carriageway and
the Boiler West building.
• To facilitate pedestrian movement across Boiler Lane (noting the footpath only on the eastern side), a
generous 5.0m wide pedestrian crossing has been provided directly outside the entry to the Boiler West
building. This crossing is considered to be sufficiently offset from the bend of Joel Terrace to provide
adequate sightlines to for inbound vehicles, noting that this will be a low speed private accessway
environment. In addition, bollards have been placed in alignment with the pedestrian/cyclist ramp and
footpath along the southern side of Joel Terrace, to help encourage these users towards the crossing
facility.
• Given that Boiler Lane is a private access laneway, and the footpath and carriageway designs are in
accordance with the required dimensional requirements, the cross-section design is considered to be
satisfactory.
• It should be noted that the turnaround area / roundabout at the end of Boiler Lane has only been
indicatively shown on the plans. This facility will be coordinated and considered further with the future
Riverfront West development plans and will be subject to change.
• From Boiler Lane, a double width 6.1m wide accessway is provided to the basement access beneath
the Boiler West building. This basement access meets the relevant width requirements for a double-
width access.
• Despite being internal to the site and there no longer being a pedestrian path along Boiler West
frontage, a compliant pedestrian visibility splay has still been provided on the northern side of the
basement vehicle access point to provide sightlines along Boiler Lane. This will assist drivers with
seeing approaching cars as they exit the basement.
• Due to the narrow nature of the Boiler Lane laneway design, simultaneous two-way movement in/out of
the basement access point is not achievable without providing unreasonably wide splays on the access.
Therefore, swept path assessment confirms that an exiting vehicle is able to prop at the junction to
Boiler Lane and wait while a car turns into the access point before exiting. These movements can be
completed with sufficient vehicle clearance. On this basis, the access point is considered to be an
acceptable design outcome, especially given that Boiler Lane is a private dead end that will only
connect to Riverfront West precinct to the south and therefore will carry relatively low local access traffic
volumes.
CAR PARKING LAYOUT
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• The basement access to Boiler Lane leads straight down into the lower ground level, where car parking
areas branch off to either side and the route straight ahead leads to the curved ramp down to basement
level 1. A new ramp has been included with the revised plans to the southern end of the Lower Ground
carpark, which will ultimately provide an internal link to the future Riverfront West precinct, located to
the south of the subject site. This will be the only vehicle access point to the Riverfront West car park,
noting that this future precinct is subject to its own future application. Vehicles can access this by
turning left soon after the base of the ramp to lower ground. Convex mirrors have been notated on plans
in the areas where there may be reduced visibility or sightlines around corners or at the top/bottom of
ramps.
• Simultaneous two-way vehicle movement has been confirmed via a swept path assessment for the
curved section of the ramp between lower ground and basement level 1. For reference, these swept
paths are provided in Appendix B of this report.
• The junction at the bottom of the ramp on basement level 1 is tighter due to the structural wall on the
inside turn, therefore cars exiting from level B1 will need to prop before entering the ramp.
There is sufficient room for a car to turn from the ramp and pass around the propped car with clearance,
before this car then travels up the ramp. A vehicle propping at the base of the ramp is confirmed via
swept path assessment which is included in Appendix B. This arrangement is considered to be
acceptable given the structural wall requirements and the demonstrated swept path movements.
• A convex mirror has been provided at the bottom of this ramp down to basement level 1, to provide
visibility between cars already travelling down the ramp and cars approaching to travel up from B1.
Design Standard 2: Car Parking Spaces
• All car parking spaces have been designed in accordance with the dimensional requirements of the
Planning Scheme, noting that the reduced aisle width and wider parking bays option has been adopted
from Clause 52.06. Car parking spaces measure 2.8m wide x 4.9m long, accessed from a minimum
5.8m wide aisle. It is understood that due to the available footprint for the basement levels, this
combination of parking bay and aisle widths, along with column placement, worked out as the most
efficient layout.
• There are 7 pairs of tandem car parking spaces on basement level 1. The rear spaces of these pairs
have been designed appropriately with a 5.4m long space. It is noted that these tandem pairs of parking
spaces will all need to be allocated to 3-bedroom dwellings or for 2-bedroom dwellings that have a
second space, given that the rear space is a dependent parking space.
• There is 0.3m clearance provided between spaces and all adjacent walls and solid structures within the
required clearance zones.
• Columns throughout the basement levels adjacent to the parking spaces are provided within 0.25m –
1.25m of the open end of the spaces, in accordance with the Planning Scheme parking space
clearance diagram.
• The required 1.0m blind aisle extension has been provided at the end of all dead-end parking aisles.
• The required 2.1m minimum height clearance is exceeded throughout the basement levels (generally a
minimum of 2.2m).
Design Standard 3: Gradients
• The gradients for all ramps within the site are designed appropriately in accordance with the maximum
grades and transitions set out in the Planning Scheme.
• The main entrance from Boiler Lane is flat for the first 5.0m from the Boiler Lane carriageway. Noting
there is not footpath on this western side of Boiler Lane, this provides adequate section of low/no
gradient for vehicles to prop and see any oncoming traffic on Boiler Lane.
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• The ramped section of the main access has a maximum grade of 1:4, with transition sections of 1:8
measuring 2.0m at the top and 2.5m at the bottom, as required by the Planning Scheme and dictated
by ground clearance design checks.
• The ramp between lower ground and basement level 1 has been designed with a curved slope profile.
The maximum allowable grade of 1:4 has been applied to the inside radius of the curve, which is the
steepest sloped section of the ramp. Naturally due to being spread out over a longer distance, the
outside radius of the ramp is at a much lower grade. There is a 2m long transition of 1:8 slope at the top
of the ramp (before the curved ramping starts), as well as a 2.5m long transition section at 1:8 at the
bottom of the ramp. The extended 2.5m long transition section at the bottom (as opposed to standard
2m) is based on previous experience to allow for sufficient ground clearance when adopting a maximum
ramp grade of 1:4.
• The ramp connection to the future Riverfront West precinct is designed generally consistent with the
abovementioned ramps, but with a maximum grade of 1:5.5. Note that this ramp may be subject to
change depending on the basement reference levels that are ultimately determined with the future
Riverfront West application.
• On this basis, all ramp gradients and designs are considered to be satisfactory and in accordance with
the requirements set out in the Planning Scheme.
TRAFFIC IMPACT
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4. TRAFFIC IMPACT
4.1. Preamble
An extensive traffic impact assessment of the overall site has previously been undertaken and documented
by GTA for the Development Plan approval within the report titled “Alphington Paper Mill Site Development
Plan, Traffic Management Plan”, dated 19 August 2015.
In this regard, traffic generation rates were agreed by all responsible authorities and the traffic assessment
involved microsimulation modelling using VISSUM, which is a computer software package that has an ability
to individually model each vehicle within the road network.
4.2. Traffic Generation
For reference, the adopted traffic generation rates for the residential component of the Development Plan are
outlined in Table 4.1 below1.
Table 4.1: Residential Dwelling Traffic Generation Rates
Density No. of
Dwellings
Traffic Generation Rate Traffic Generation Estimates
Weekday AM/PM Peak Peak Hour (Weekday) Daily (Weekday) [1]
High 103 0.35 vehicle
movements/dwelling 36 vehicle movements/hour 360 vehicle movements/day
Assuming a peak to daily ratio of 10%
A review of the above indicates that that the proposed development could be expected to generate
approximately 360 vehicle movements per day and 36 vehicle movements during a peak hour.
4.3. Traffic Impact
For reference, Figure 4.1 is an excerpt of the vehicular movement strategy located within the approved
Development Plan for the overall site.
1 Refer Table C.2 of the GTA TMP report (dated 19 August 2015)
TRAFFIC IMPACT
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Figure 4.1: Approved Vehicle Movement Strategy Plan for Overall Site
TRAFFIC IMPACT
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As shown in Figure 4.1, the subject site was intended to gain vehicle access via the local access streets (Joel
Terrace) which connects to Latrobe Avenue and then Mills Boulevard, providing the connection to Chandler
Highway and the wider road network.
It is noted that the approved development plan originally showed an indicative vehicle access point to Boiler
House that wraps around to the western of the Boiler West building. However, the proposal now runs the
private Boiler Lane connection down through the centre of Boiler East and Boiler West.
This slight deviation from the approved vehicle movement strategy is not considered to compromise the
operation of vehicle movements through the larger precinct. Traffic will still travel to/from Boiler House
precinct via the same routes through the local streets, the only difference being the location of the access
point. It is not clear why the vehicle access point was intended to be from the western side of the buildings,
but from a transport perspective there is no reason why the proposed alternative arrangements cannot be
adopted.
As previously noted, GTA has undertaken extensive microsimulation traffic modelling for the overall site,
however this modelling work was primarily focused on the connections to the external road network.
Therefore, GTA has also previously undertaken SIDRA modelling off the key internal local street connections
in the south-western portion of the masterplan area. The results of this assessment clearly demonstrated that
the local street connections to the south of Mills Boulevard will not have any operational or amenity based
daily volume threshold issues.
Based on the above, traffic will access Boiler House precinct in a consistent manner with what was originally
accounted for in the completed and approved microsimulation modelling (albeit via a slightly modified access
point location). As such, the traffic impacts of the development are considered to be acceptable.
SUSTAINABLE TRANSPORT
CONSIDERATIONS
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5. SUSTAINABLE TRANSPORT
CONSIDERATIONS
5.1. Bicycle Parking & Associated Facilities
5.1.1. Overview
Clause 52.34 of the Yarra Planning Scheme seeks to encourage cycling as a mode of travel through the
provision of appropriate bicycle parking and associated facilities. The discussion and analysis presented
below examines these requirements.
5.1.2. Bicycle Parking Statutory Requirements & Provision
Statutory requirements for the provision of bicycle parking are set out in Clause 52.34 of the Yarra Planning
Scheme. Based on this, the statutory requirements for the provision of bicycle facilities for the development
proposal are set out in Table 5.1.
Table 5.1: Statutory Requirement for Bicycle Facilities
Use Size/No. Statutory Rate Statutory Requirement
Resident Visitor Resident Visitor
Dwelling 103 dwellings 1 space per 5 dwellings 1 space per 10 dwellings 21 spaces 10 spaces
Table 5.1 indicates that the proposal has a statutory bicycle parking requirement of 31 bicycle spaces,
including 21 resident spaces and 10 visitor spaces.
In addition to the above, the Development Plan approval from Council specifies a minimum bicycle parking
provision of 1 space per dwelling, which equates to a total requirement of 103 spaces for residents. By
combining the Development Plan resident parking requirement with the statutory residential visitor parking
requirement, the total minimum bicycle parking requirement for the site is 113 spaces.
In this instance, the proposed on-site bicycle parking provision of 130 bicycle spaces, including 104 securely
stored resident spaces and 26 publicly accessible visitor spaces (located either within the Joel Terrance
verge area or on Ledger Walk to the south of Boiler West), exceeds the statutory requirement for residential
visitors and the Development Plan requirement for residents. The visitor parking supply also satisfies
Council’s best practice rate of 1 space per 4 dwellings.
As such, the proposed bicycle parking provision is considered appropriate.
5.1.3. Bicycle Parking Layout and Access
The secure resident bicycle parking spaces have been consolidated into two locations, with the main area on
ground level of the Boiler West building and the secondary area on lower ground level of Boiler East building.
The bicycle spaces located in the Boiler West building are located in a dedicated room on ground level and
are accessible via the pedestrian entrance and internal building walkways.
SUSTAINABLE TRANSPORT
CONSIDERATIONS
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The bicycle storage area in the lower ground level of the Boiler East building are accessed via the lift from the
buildings main lobby and then walked down the corridor, where it shares the room with a number of storage
cages. Alternatively, cyclists if able to, could carry their bikes down the stairs into the Boiler East courtyard
and then enter directly into the lower ground hallway from there to the storage area.
Visitor bicycle parking spaces have been provided at ground level both integrated into the verge along Joel
Terrace fronting the Boiler East building and along Ledger Walk to the south of Boiler West building. These
proposed areas are clearly visible for visiting cyclists and in close proximity to the buildings’ entrances or
access routes to the site, where visitors will be looking to park their bicycles.
All of the abovementioned bicycle spaces have been designed in accordance with the Australian Standard
‘AS2890.3:2015 Parking Facilities’. Parking envelopes are 0.5m wide x 1.8m long for horizontal spaces and
0.5m wide x 1.2m off the wall for vertical wall mounted spaces. Both types of spaces have a minimum
access aisle width of 1.5m.
In addition to the above matters, the Australian Standards requires 20% of the total bicycle parking to be
provided in a horizontal at-grade parking system. In this regard, 48 of the total 130 spaces provided as part
of the development are horizontal parking spaces and therefore satisfies this Australian Standard
requirement.
5.2. Pedestrian Network
As previously mentioned, there will be pedestrian access directly into the lobbies of both the Boiler East and
West buildings, from the frontages to Joel Terrace and Boiler Lane. There will also be a secondary pedestrian
access to Boiler East via the steps down into the lower ground courtyard (the Boiler West courtyard is only
accessible through the lobby).
There will be a generous 5.0m wide raised platform pedestrian crossing over the northern end of Boiler Lane
to allow east-west pedestrian movement along the southern side of Joel Terrace out to Chandler Highway, as
well as movement between Boiler East and West. This crossing is located to align with the main entrance into
Boiler West.
In addition to the above, there is also the ramped connection between the Paper Trail and Joel Terrace,
which are grade separated. This U-turn ramp connection is located on the northern boundary of Boiler West
and is included as part of a separate submission and not being considered as part of the current application.
Reference has only been made to give context to what pedestrian movement and connections will be
available in the area immediately surrounding the subject site.
The general pedestrian connectivity within the Boiler House precinct and its connections to the surrounding
pedestrian routes is outlined in Figure 5.1.
SUSTAINABLE TRANSPORT
CONSIDERATIONS
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Figure 5.1: Boiler House Precinct Pedestrian Connectivity
5.3. Public Transport
The overall development, specifically Mills Boulevard is proposed to be designed to accommodate a future
bus route. Advice from PTV indicates that there is no proposal to re-direct any existing bus routes through
the overall site.
Notwithstanding the above, there are multiple existing public transport options available within walking
distance from the subject site. These include the following bus routes:
• Route 546 along Heidelberg Road
• Routes 340 and 609 along Chandler Highway
• Route 508 to the north on Wingrove Street.
Further to the above, Alphington train station on the Hurstbridge line is also located approximately 1.1km
walking distance from the site.
For reference, the existing public transport infrastructure located in the vicinity of the overall Yarrabend site is
shown in Figure 5.2.
Proposed Pedestrian
Links
SUSTAINABLE TRANSPORT
CONSIDERATIONS
V158402 // 23/11/2020
Transport Impact Assessment // Issue: B
Yarrabend Alphington, Boiler House Precinct 18
Figure 5.2: Existing Public Transport Infrastructure
With reference to the (then) Department of Transport’s “Public Transport Guidelines for Land Use and
Development”, a target of 95% of lots located within 400m of public transport services has previously been
identified.
Given the existing bus route operating along Chandler Highway fronting the site (as well as the potential for a
future bus route provided within the overall site), all of the residential dwellings within the subject site will be
located within a comfortable walking distance of a public transport service.
X
LEGEND
BUS STOP
BUS ROUTE
RAILWAY STATION
RAILWAY LINE
AMCOR SITE
FAIRFIELD
OTHER MATTERS
V158402 // 23/11/2020
Transport Impact Assessment // Issue: B
Yarrabend Alphington, Boiler House Precinct 19
6. OTHER MATTERS
6.1. Refuse Collection
The proposal incorporates two dedicated areas in the basement level for bin storage, located generally next
to the stairwell/lift cores of each Boiler House building.
It is understood that the bins will be collected from this area by a Private Contractor using a Hino mini waste
collection vehicle. The Hino mini waste vehicle is designed to operate in low height clearance basements and
requires a minimum 2.1m height clearance throughout the level and 2.5m height clearance at the collection
points in order to lift the bins. It is understood that these required height clearances have been provided at
the relevant locations, including on the access ramps.
In addition, swept path assessment has been completed which confirms that the waste vehicle is able to
access basement level 1 using the car parking aisles and accessways (refer to Appendix B). It is expected
that the waste contractor will enter the basement, complete a three-point turn at the parking aisle junction as
demonstrated in the swept path diagrams and then prop in the parking aisle while bins are being loaded in.
Given that the Boiler East building bin room is located at the end of a dead-end aisle, it is expected that the
waste vehicle operator will wheel the bins down to the truck where it is propped at the main bin room.
The above arrangements are considered to be acceptable from a waste vehicle accessibility and operations
perspective, noting that collections generally occur outside of peak times when there are minimal (if any)
resident vehicle movements occurring.
RFI RESPONSES
V158402 // 23/11/2020
Transport Impact Assessment // Issue: B
Yarrabend Alphington, Boiler House Precinct 20
7. RFI RESPONSES As previously mentioned, while this TIA report supersedes the previously submitted version to reflect the new
development plans, the relevant items relating to traffic and transport matters from the Council RFI letter have
been reproduced below, with GTA’s responses provided thereafter.
“The location of the bicycle storage room does not have adequate access (with 3 doors separating this space
from the courtyard). This will result in the storage room being underutilised.”
The primarily bicycle parking area is within the Boiler West building at ground level, with this smaller area
including 26 spaces located within Boiler East. It is understood that spatial constraints meant this area could
not feasibly be relocated from its current position.
In this location cyclists have the option of using the main pedestrian access to Joel Terrace and accessing
the bike parking room via the lift or alternatively by carrying their bike down the steps from Boiler Lane to the
courtyard and then directly inside via the lower ground building passageways.
Whilst it is acknowledged that this bicycle storage area does require residents to wheel their bikes through 3
doors, it is considered important to have a portion of the bicycle parking within the Boiler House East building
in proximity to those dwellings. On this basis, the bicycle parking layout is considered acceptable.
“The bicycle spaces should be consolidated within one (two at a maximum) secure storage cage, with a
minimum of 20% of bicycle spaces provided is at-grade, horizontal spaces, as per Australian/New Zealand
Standard AS2890.3.”
The updated development plans show that resident bicycle spaces for the Boiler House West building are
consolidated within a single, secure facility on upper ground level. The bicycle parking spaces for Boiler
House East remain in a single location on lower ground level. This is a total of two consolidated areas,
satisfying Council’s request.
Furthermore, 42 of the total 130 spaces provided as part of the development are horizontal spaces, which
satisfies the Australian Standard requirement. Furthermore, both of the two resident bicycle storage areas
individually have enough horizontal parking to meet the Australian Standard requirements.
CONCLUSION
V158402 // 23/11/2020
Transport Impact Assessment // Issue: B
Yarrabend Alphington, Boiler House Precinct 21
8. CONCLUSION Based on the analysis and discussions presented within this report, the following conclusions are made:
1. The proposed development generates a statutory parking requirement of 145 car parking spaces,
including 125 resident and 20 visitor spaces.
2. The site is expected to generate a total car parking demand of 137 car parking spaces, including 125
resident spaces and 12 visitor spaces.
3. The proposed car parking provision of 149 spaces, including an allocation of 12 visitor parking spaces
on-site, will be able to cater for both the resident and visitor peak car parking demands.
4. The proposed parking layout is generally consistent with the dimensional requirements as set out in the
Yarra Planning Scheme and Australian/New Zealand Standards for Off Street Car Parking
(AS/NZS2890.1:2004).
5. It is proposed to provide 130 bicycle parking spaces on-site, including 104 securely stored spaces for
residents and 26 publicly accessible visitor spaces, which exceeds the statutory bicycle parking
requirement for residential visitors and the Development Plan requirement for resident bicycle parking.
6. The site is expected to generate up to 36 and 360 vehicle movements in any peak hour and daily period
respectively.
7. The traffic impacts of the subject site have already been accounted for in extensive traffic modelling
undertaken by GTA for the Development Plan submission for the overall Yarrabend site. As the
proposed land use is in accordance with use identified in the Development Plan for the subject site, the
traffic impacts on the surrounding road network are considered to be appropriate.
8. It is noted that additional SIDRA modelling has also been undertaken by GTA for the local access street
intersections in the south-western part of the overall masterplan area. This modelling indicated that the
local street intersections would operate comfortably within their capacity with full development of all the
surrounding residential precincts.
APPENDIX: EXISTING CONDITIONS
DISCUSSION
V158402 // 23/11/2020
Transport Impact Assessment // Issue: B
Yarrabend Alphington, Boiler House Precinct A-1
A. EXISTING CONDITIONS
DISCUSSION
A
APPENDIX: EXISTING CONDITIONS
DISCUSSION
V158402 // 23/11/2020
Transport Impact Assessment // Issue: B
Yarrabend Alphington, Boiler House Precinct A-2
A.1. Road Network
A.1.1. Nearby or Adjoining Roads
Heidelberg Road
Heidelberg Road functions as a primary state arterial road and is located within a Road Zone (Category 1) in
the Yarra Planning Scheme. It is a two-way road aligned in an east-west direction and generally configured
with a 4-lane, 13.6 metre wide carriageway set within a 22 metre wide road reserve (approximately).
Heidelberg Road carries approximately 25,000 vehicles per day
Latrobe Avenue
Latrobe Avenue functions as a local access road and is aligned in a north-site direction intersecting with
Heidelberg Road. It is a two-way road configured with a two-lane, 9 metre wide carriageway providing
access from the site to Heidelberg Road.
Parkview Road
Parkview Road functions as a local access road and is aligned a north-south direction intersecting with
Heidelberg Road. It is a two-way road configured with a two-lane, 9 metre wide carriageway providing
access along the eastern edge of the site.
A.1.2. Surrounding Intersections
Key intersections in the vicinity of the site include:
• Heidelberg Road/Chandler Highway/Grange Road (signalised X-intersection)
• Heidelberg Road/Latrobe Avenue (unsignalised T-intersection)
• Heidelberg Road/Parkview Road (unsignalised T-intersection).
APPENDIX: SWEPT PATH
ASSESSMENT
V158402 // 23/11/2020
Transport Impact Assessment // Issue: B
Yarrabend Alphington, Boiler House Precinct B-1
B. SWEPT PATH ASSESSMENT
B
17 m²
POS
151 m²
C&S
52 m²
E 1F
0.11
51 m²
E 1A
0.06
73 m²
E 2B
0.07
23 m²
10 m²
POS
17 m²
POS
50 m²
E 1B
0.05
53 m²
E LOFT E
0.08
43 m²
E LOFT D
0.09
9 m²
POS
9 m²
POS
12 m²
POS
66 m²
E LOFT F
0.10
16 m²
POS
15 m²
POS
47 m²
E LOFT C
0.03
10 m²
POS
10 m²
POS
46 m²
E LOFT B
0.02
10 m²
POS
129 m²
E 3A
0.04
19 m²
POS
46 m²
E LOFT A
0.01144 m²
SERVICES
0.14
81 m²
W 2T
0.0267 m²
POS
82 m²
W 2S
0.01
64 m²
POS
76 m²
W 2U
0.05
54 m²
W 1I
0.07
54 m²
W 1H
0.06
54 m²
W 1J
0.08
54 m²
W 1J
0.09
55 m²
W 1G
0.04
56 m²
W 1F
0.03
20 m²
POS
12 m²
POS
17 m²
POS
9 m²
POS
14 m²
38 m²
212 m²
C&S
15 m²
POS
23 m²
POS
51 m²
W 1E
0.11
52 m²
W 1D
0.10
103 m²
123 m²
138 m²
COURTYARD
B99
ST
AN
DA
RD
S 2004 (A
U_
NZ)
(c) 2020
Transoft
Solutio
ns, In
c.
All rig
hts reserved.
B99STANDARDS 2004 (AU_NZ)
(c) 2020 Transoft Solutions, Inc. All rights reserved.
B85STANDARDS 2004 (AU_NZ)
0SCALE
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ON
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PL
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AT
1:46:52 P
M
A3
0DESIGNED
APPROVED BY DATE ISSUED
DESIGN CHECK
DRAWING NO. ISSUE
CAD FILE NO.
WARNING
GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.
SHOULD BE PROVEN ON SITE. NO GUARANTEE IS
APPROXIMATE ONLY AND THEIR EXACT POSITION
THE LOCATIONS OF UNDERGROUND SERVICES ARE
BEWARE OF UNDERGROUND SERVICES
PRELIMINARY PLAN
WITHOUT NOTIFICATION
ONLY SUBJECT TO CHANGE
FOR DISCUSSION PURPOSES
V158402-AT01-P1.dgn
nsultantscowww.gta.com.au
GTA 08 6169 1000Perth
08 8334 3600Adelaide
07 3113 5000Brisbane
02 8448 1800Sydney
03 9851 9600Melbourne
YARRABEND ALPHINGTON
SWEPT PATH ASSESSMENT
P1
:
:
:
metres
6.0
1.77
1.87
2.800.92
34.0:
Lock to Lock Time
Width
Track
B85
Steering Angle
4.91
Lock to Lock Time
Width
Track
:
:
:
metresB99 6.3mR
6.0
1.77
1.94
3.050.95
5.20
Steering Angle 34.0:
SWEPT PATH KEY
ASSUMED SPEED 5km/h
FROM VEHICLE BODY300mm CLEARANCE
VEHICLE BODY PATH
VEHICLE TYRE PATH
VEHICLE CENTRE LINE
J. HAMILL-BEACH
16 NOVEMBER 2020
1:250
V158402-AT01-01
BOILER HOUSE DEVELOPMENT
C. GREENLAND
C. GREENLAND
2.5 5
WEST
HOUSE
BOILER
EAST
HOUSE
BOILER
LA
NE
BOIL
ER
LANEJOEL TERRACE
UPPER GROUND LEVEL
17 m²
POS
151 m²
C&S
52 m²
E 1F
0.11
51 m²
E 1A
0.06
73 m²
E 2B
0.07
23 m²
10 m²
POS
17 m²
POS
50 m²
E 1B
0.05
53 m²
E LOFT E
0.08
43 m²
E LOFT D
0.09
9 m²
POS
9 m²
POS
12 m²
POS
66 m²
E LOFT F
0.10
16 m²
POS
15 m²
POS
47 m²
E LOFT C
0.03
10 m²
POS
10 m²
POS
46 m²
E LOFT B
0.02
10 m²
POS
129 m²
E 3A
0.04
19 m²
POS
46 m²
E LOFT A
0.01144 m²
SERVICES
0.14
81 m²
W 2T
0.0267 m²
POS
82 m²
W 2S
0.01
64 m²
POS
76 m²
W 2U
0.05
54 m²
W 1I
0.07
54 m²
W 1H
0.06
54 m²
W 1J
0.08
54 m²
W 1J
0.09
55 m²
W 1G
0.04
56 m²
W 1F
0.03
20 m²
POS
12 m²
POS
17 m²
POS
9 m²
POS
14 m²
38 m²
212 m²
C&S
15 m²
POS
23 m²
POS
51 m²
W 1E
0.11
52 m²
W 1D
0.10
103 m²
123 m²
138 m²
COURTYARD
B85
STA
ND
AR
DS 2004 (A
U_
NZ)
(c) 2020
Transoft
Solutio
ns, In
c.
All
rig
hts reserved.
B85STANDARDS 2004 (AU_NZ)
(c) 2020 Transoft Solutions, Inc. All rights reserved.
0SCALE
16/11/2020
ON
Drafting.H
otdesk
PL
OTTE
D B
Y :
AT
1:46:54 P
M
A3
0DESIGNED
APPROVED BY DATE ISSUED
DESIGN CHECK
DRAWING NO. ISSUE
CAD FILE NO.
WARNING
GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.
SHOULD BE PROVEN ON SITE. NO GUARANTEE IS
APPROXIMATE ONLY AND THEIR EXACT POSITION
THE LOCATIONS OF UNDERGROUND SERVICES ARE
BEWARE OF UNDERGROUND SERVICES
PRELIMINARY PLAN
WITHOUT NOTIFICATION
ONLY SUBJECT TO CHANGE
FOR DISCUSSION PURPOSES
V158402-AT01-P1.dgn
nsultantscowww.gta.com.au
GTA 08 6169 1000Perth
08 8334 3600Adelaide
07 3113 5000Brisbane
02 8448 1800Sydney
03 9851 9600Melbourne
YARRABEND ALPHINGTON
SWEPT PATH ASSESSMENT
P1
:
:
:
metres
6.0
1.77
1.87
2.800.92
34.0:
Lock to Lock Time
Width
Track
B85
Steering Angle
4.91
Lock to Lock Time
Width
Track
:
:
:
metresB99 6.3mR
6.0
1.77
1.94
3.050.95
5.20
Steering Angle 34.0:
SWEPT PATH KEY
ASSUMED SPEED 5km/h
FROM VEHICLE BODY300mm CLEARANCE
VEHICLE BODY PATH
VEHICLE TYRE PATH
VEHICLE CENTRE LINE
J. HAMILL-BEACH
16 NOVEMBER 2020
1:250
V158402-AT01-02
BOILER HOUSE DEVELOPMENT
C. GREENLAND
C. GREENLAND
2.5 5
WEST
HOUSE
BOILER
EAST
HOUSE
BOILER
LA
NE
BOIL
ER
LANEJOEL TERRACE
UPPER GROUND LEVEL
3507 m²
CARPARK
23 m²
15 m²
39 m²
39 m²
14 m²
B99STANDARDS 2004 (AU_NZ)
(c) 2020 Transoft Solutions, Inc. All rights reserved.
B99
STA
ND
AR
DS 2004 (A
U_
NZ)
(c) 2020
Transoft
Solutio
ns, In
c.
All
rig
hts reserved.
B85STANDARDS 2004 (AU_NZ)
(c) 2020 Transoft Solutions, Inc. All rights reserved.
B85
STA
ND
AR
DS 2004 (A
U_
NZ)
(c) 2020
Transoft
Soluti o
ns, In
c.
All ri g
hts reserved.
0SCALE
16/11/2020
ON
Drafting.H
otdesk
PL
OTTE
D B
Y :
AT
1:43:56 P
M
A3
0DESIGNED
APPROVED BY DATE ISSUED
DESIGN CHECK
DRAWING NO. ISSUE
CAD FILE NO.
WARNING
GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.
SHOULD BE PROVEN ON SITE. NO GUARANTEE IS
APPROXIMATE ONLY AND THEIR EXACT POSITION
THE LOCATIONS OF UNDERGROUND SERVICES ARE
BEWARE OF UNDERGROUND SERVICES
PRELIMINARY PLAN
WITHOUT NOTIFICATION
ONLY SUBJECT TO CHANGE
FOR DISCUSSION PURPOSES
V158402-AT02-P1.dgn
nsultantscowww.gta.com.au
GTA 08 6169 1000Perth
08 8334 3600Adelaide
07 3113 5000Brisbane
02 8448 1800Sydney
03 9851 9600Melbourne
YARRABEND ALPHINGTON
SWEPT PATH ASSESSMENT
P1
:
:
:
metres
6.0
1.77
1.87
2.800.92
34.0:
Lock to Lock Time
Width
Track
B85
Steering Angle
4.91
Lock to Lock Time
Width
Track
:
:
:
metresB99 6.3mR
6.0
1.77
1.94
3.050.95
5.20
Steering Angle 34.0:
SWEPT PATH KEY
ASSUMED SPEED 5km/h
FROM VEHICLE BODY300mm CLEARANCE
VEHICLE BODY PATH
VEHICLE TYRE PATH
VEHICLE CENTRE LINE
J. HAMILL-BEACH
16 NOVEMBER 2020
1:250
V158402-AT02-01
BOILER HOUSE DEVELOPMENT
C. GREENLAND
C. GREENLAND
2.5 5
BASEMENT LEVEL
3507 m²
CARPARK
23 m²
15 m²
39 m²
39 m²
14 m²
B85STANDARDS 2004 (AU_NZ)
(c) 2020 Transoft Solutions, Inc. All rights reserved.
B99
STA
ND
AR
DS 2004 (A
U_
NZ)
(c) 2020
Transoft
Solutio
ns, In
c.
All
rig
hts reserved.
B99STANDARDS 2004 (AU_NZ)
(c) 2020 Transoft Solutions, Inc. All rights reserved.
0SCALE
16/11/2020
ON
Drafting.H
otdesk
PL
OTTE
D B
Y :
AT
1:43:56 P
M
A3
0DESIGNED
APPROVED BY DATE ISSUED
DESIGN CHECK
DRAWING NO. ISSUE
CAD FILE NO.
WARNING
GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.
SHOULD BE PROVEN ON SITE. NO GUARANTEE IS
APPROXIMATE ONLY AND THEIR EXACT POSITION
THE LOCATIONS OF UNDERGROUND SERVICES ARE
BEWARE OF UNDERGROUND SERVICES
PRELIMINARY PLAN
WITHOUT NOTIFICATION
ONLY SUBJECT TO CHANGE
FOR DISCUSSION PURPOSES
V158402-AT02-P1.dgn
nsultantscowww.gta.com.au
GTA 08 6169 1000Perth
08 8334 3600Adelaide
07 3113 5000Brisbane
02 8448 1800Sydney
03 9851 9600Melbourne
YARRABEND ALPHINGTON
SWEPT PATH ASSESSMENT
P1
:
:
:
metres
6.0
1.77
1.87
2.800.92
34.0:
Lock to Lock Time
Width
Track
B85
Steering Angle
4.91
Lock to Lock Time
Width
Track
:
:
:
metresB99 6.3mR
6.0
1.77
1.94
3.050.95
5.20
Steering Angle 34.0:
SWEPT PATH KEY
ASSUMED SPEED 5km/h
FROM VEHICLE BODY300mm CLEARANCE
VEHICLE BODY PATH
VEHICLE TYRE PATH
VEHICLE CENTRE LINE
J. HAMILL-BEACH
16 NOVEMBER 2020
1:250
V158402-AT02-02
BOILER HOUSE DEVELOPMENT
C. GREENLAND
C. GREENLAND
2.5 5
BASEMENT LEVEL
3507 m²
CARPARK
23 m²
15 m²
39 m²
39 m²
14 m²
B85
STA
ND
AR
DS 2004 (A
U_
NZ)
(c) 2020
Transoft Solutio
ns, In
c.
All
rig
hts reserved.
B85STANDARDS 2004 (AU_NZ)
(c) 2020 Transoft Solutions, Inc. All rights reserved.
0SCALE
16/11/2020
ON
Drafting.H
otdesk
PL
OTTE
D B
Y :
AT
1:43:56 P
M
A3
0DESIGNED
APPROVED BY DATE ISSUED
DESIGN CHECK
DRAWING NO. ISSUE
CAD FILE NO.
WARNING
GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.
SHOULD BE PROVEN ON SITE. NO GUARANTEE IS
APPROXIMATE ONLY AND THEIR EXACT POSITION
THE LOCATIONS OF UNDERGROUND SERVICES ARE
BEWARE OF UNDERGROUND SERVICES
PRELIMINARY PLAN
WITHOUT NOTIFICATION
ONLY SUBJECT TO CHANGE
FOR DISCUSSION PURPOSES
V158402-AT02-P1.dgn
nsultantscowww.gta.com.au
GTA 08 6169 1000Perth
08 8334 3600Adelaide
07 3113 5000Brisbane
02 8448 1800Sydney
03 9851 9600Melbourne
YARRABEND ALPHINGTON
SWEPT PATH ASSESSMENT
P1
:
:
:
metres
6.0
1.77
1.87
2.800.92
34.0:
Lock to Lock Time
Width
Track
B85
Steering Angle
4.91
Lock to Lock Time
Width
Track
:
:
:
metresB99 6.3mR
6.0
1.77
1.94
3.050.95
5.20
Steering Angle 34.0:
SWEPT PATH KEY
ASSUMED SPEED 5km/h
FROM VEHICLE BODY300mm CLEARANCE
VEHICLE BODY PATH
VEHICLE TYRE PATH
VEHICLE CENTRE LINE
J. HAMILL-BEACH
16 NOVEMBER 2020
1:250
V158402-AT02-03
BOILER HOUSE DEVELOPMENT
C. GREENLAND
C. GREENLAND
2.5 5
BASEMENT LEVEL
3507 m²
CARPARK
23 m²
15 m²
39 m²
39 m²
14 m²
HIN
O 300 614 -
WA
ST
E
WIS
EGTA-
VIC
(c) 2020
Transoft
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hts reserved.
HINO 300 614 - WASTE WISEGTA-VIC
(c) 2020 Transoft Solutions, Inc. All rights reserved.
HINO 300 614 - WASTE WISE
GTA-VIC
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D B
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AT
1:43:57 P
M
A3
0DESIGNED
APPROVED BY DATE ISSUED
DESIGN CHECK
DRAWING NO. ISSUE
CAD FILE NO.
WARNING
GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.
SHOULD BE PROVEN ON SITE. NO GUARANTEE IS
APPROXIMATE ONLY AND THEIR EXACT POSITION
THE LOCATIONS OF UNDERGROUND SERVICES ARE
BEWARE OF UNDERGROUND SERVICES
PRELIMINARY PLAN
WITHOUT NOTIFICATION
ONLY SUBJECT TO CHANGE
FOR DISCUSSION PURPOSES
V158402-AT02-P1.dgn
nsultantscowww.gta.com.au
GTA 08 6169 1000Perth
08 8334 3600Adelaide
07 3113 5000Brisbane
02 8448 1800Sydney
03 9851 9600Melbourne
YARRABEND ALPHINGTON
SWEPT PATH ASSESSMENT
P1
SWEPT PATH KEY
ASSUMED SPEED 5km/h
FROM VEHICLE BODY300mm CLEARANCE
VEHICLE BODY PATH
VEHICLE TYRE PATH
VEHICLE CENTRE LINE
J. HAMILL-BEACH
16 NOVEMBER 2020
1:250
V158402-AT02-04
BOILER HOUSE DEVELOPMENT
C. GREENLAND
C. GREENLAND
2.5 5
BASEMENT LEVEL
:
:
:
:
HINO 300 614 - WASTE WISE
Width
Track
Lock to Lock Time
Steering Angle
1.70
1.87
6.0
52.2
metres
3.400.98
6.34