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Minta Farm Berwick – S96A Transport Impact Assessment

170310TIA001I-F

4 October 2017

Minta Farm Berwick – S96A Transport Impact Assessment 170310TIA001I-F 4 October 2017

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onemilegrid ABN: 79 168 115 679

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1/59 Keele Street

COLLINGWOOD, VIC 3066

www.onemilegrid.com.au

DOCUMENT INFORMATION

Prepared for Stockland – Minta Farm

File Name 170310TIA001I-F Report Date 4 October 2017

Prepared by David Ballock Reviewed by Valentine Gnanakone

Signature

Signature

© One Mile Grid Pty Ltd. This document has been prepared by onemilegrid for the sole use and benefit of the

client as per the terms of engagement. It may not be modified or altered, copied, reproduced, sold or

transferred in whole or in part in any format to any person other than by agreement. onemilegrid does not

assume responsibility or liability to any third party arising out of use or misuse of this document.

http://www.onemilegrid.com.au/


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CONTENTS

1 INTRODUCTION ................................................................................................................. 5

2 EXISTING CONDITIONS ...................................................................................................... 5 2.1 Site Location ................................................................................................................................. 5 2.2 Planning Zones ............................................................................................................................. 6 2.3 Road Network .............................................................................................................................. 7 2.4 SmartRoads Road User Hierarchy Maps ................................................................................... 8 3 MINTA FARM PRECINCT STRUCTURE PLAN (PSP) ................................................................... 9 3.1 General ......................................................................................................................................... 9 3.2 Future Urban Structure ................................................................................................................. 9 4 DEVELOPMENT PROPOSAL ................................................................................................ 11 4.1 General ....................................................................................................................................... 11 4.2 Access and Internal Road Network ........................................................................................ 12 4.3 Soldiers Road ............................................................................................................................. 17 4.4 Pedestrian and Bicycle Network ............................................................................................. 18 5 RESIDENTIAL SUBDIVISION DESIGN..................................................................................... 19 5.1 Casey Planning Scheme Requirements ................................................................................. 19 5.1.1 Clause 56.06-2, Walking and cycling network objectives ....................................................... 19 5.1.2 Clause 56.06-3, Public transport network objectives ................................................................ 19 5.1.3 Clause 56.06-4, Neighbourhood street network objective ..................................................... 20 5.1.4 Clause 56.06-5, Walking and cycling detail network objectives ........................................... 21 5.1.5 Clause 56.06-6, Public transport network detail objectives .................................................... 22 5.1.6 Clause 56.06-7, Neighbourhood street network detail objective .......................................... 22 5.1.7 Clause 56.06-8, Lot access objective .......................................................................................... 24 6 TRAFFIC CONSIDERATIONS ............................................................................................... 25 6.1 Overview .................................................................................................................................... 25 6.2 Traffic Capacity ......................................................................................................................... 25 6.3 Traffic Generation ...................................................................................................................... 25 6.4 Traffic Distribution ....................................................................................................................... 25 6.5 Traffic Impact ............................................................................................................................. 26 7 CONCLUSIONS ............................................................................................................... 27


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TABLES

Table 1 Road Cross Sections ....................................................................................................................... 14

FIGURES

Figure 1 Site Location ....................................................................................................................................... 5 Figure 2 Planning Scheme Zones ................................................................................................................... 6 Figure 3 Soldiers Road, looking south from the subject sites frontage ................................................... 7 Figure 4 SmartRoads Road User Hierarchy Map......................................................................................... 8 Figure 5 Locality Plan ....................................................................................................................................... 9 Figure 6 Draft Future Urban Structure Plan ................................................................................................ 10 Figure 7 Proposed Subdivision Layout ........................................................................................................ 11 Figure 8 Proposed Roundabout Connection............................................................................................ 12 Figure 9 Internal Road Network Layout ...................................................................................................... 13 Figure 10 Road Cross Section – Connector Street (Entrance Boulevard 31m) .................................... 15 Figure 11 Road Cross Section – Connector Street (31m) .......................................................................... 16 Figure 12 Road Cross Section – Local Access Street Level 1 (16m) ........................................................ 17 Figure 13 Soldiers Road Cross Section .......................................................................................................... 17 Figure 14 Pedestrian and Bicycle Network .................................................................................................. 18


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1 INTRODUCTION

onemilegrid has been requested by Stockland – Minta Farm to undertake a Transport Impact

Assessment of the proposed residential subdivision development at Soldiers Road, Berwick.

A Section 96A application is being lodged for the subdivision of land located on the north side of

Soldiers Road in Berwick as the Precinct Structure Plan for the development area is not yet

completed.

As part of this assessment the subject site has been inspected with due consideration of the

development proposal, traffic data has been sourced and relevant background reports have

been reviewed.

2 EXISTING CONDITIONS

2.1 Site Location

The subject site is located on the north-eastern side of Soldiers Road between Chase Boulevard

and Grices Road in Berwick, as shown in Figure 1. The application area is part of a larger parcel of

land as shown in Figure 1 (indicated by the blue-dashed line), earmarked to be developed as a

residential subdivision at later stages of the sites overall masterplan.

The site is an irregularly shaped parcel of land, comprising an area of approximately 12.32ha and is

currently vacant, generally consisting of grassland.

Figure 1 Site Location

Copyright Melway Publishing

Land use in the vicinity of the site is largely rural in nature to the east and the south, whilst being

largely residential to the west and south.

Masterplan Area

Subject Site


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2.2 Planning Zones

It is shown in Figure 2 that the site is located within an Urban Growth Zone (UGZ), for which the

permitted uses are listed in Clause 35.07 and Clause 37.07 of the Casey Planning Scheme.

Figure 2 Planning Scheme Zones

Masterplan Area

Subject Site


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2.3 Road Network

Soldiers Road is a local road running north from Thompsons Road in Clyde North to Adamson Road

in Beaconsfield, where it continues as Kenilworth Avenue. In the vicinity of the site, Soldiers Road

provides a single traffic lane in each direction with kerbside parallel parking lane on the southwest

side only. Auxiliary turn lanes are provided at side roads to facilitate access.

A photograph of Soldiers Road at the frontage of the site is shown in Figure 3.

Figure 3 Soldiers Road, looking south from the subject sites frontage

A 60km/h speed limit applies to Soldiers Road in the vicinity of the site.


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2.4 SmartRoads Road User Hierarchy Maps

In mid-2011 VicRoads developed the SmartRoads Road User Hierarchy Maps which aim to

‘manage competing interests for limited road space by giving priority use of the road to different

transport modes at particular times of the day.’

The SmartRoads map, reproduced in Figure 4, identifies the priority modes on each arterial road in

the vicinity of the site, and indicates that Soldiers Road north of the site is a Future Bus Priority Route.

Furthermore, Grices Road is noted as a Future Bus Priority Route.

Figure 4 SmartRoads Road User Hierarchy Map

Subject Site


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3 MINTA FARM PRECINCT STRUCTURE PLAN (PSP)

3.1 General

The site is located within the western portion of the Minta Farm PSP area, for which the City of

Casey and State Government agencies, are currently preparing a Precinct Structure Plan (PSP) to

facilitate the future development of the area.

The Minta Farm Precinct has a total land area of approximately 286 hectares of land within the City

of Casey and is around 45 kilometres south east of Melbourne’s Central Business District. While the

plan is still in development, at this stage it is anticipated to deliver approximately 3,000 dwellings

and an employment precinct that supports approximately 10,000 jobs.

Additionally, the plan is anticipated to deliver a key north – south arterial road in the form of a

boulevard which is to be an extension of Bells Road (to the south). It is anticipated that this road

will ultimately connect into the Beaconsfield Interchange.

The location of the PSP area and the subject site in the context of the surrounding area is provided

in in Figure 5.

Figure 5 Locality Plan

3.2 Future Urban Structure

A draft of the future urban structure for the PSP area has been prepared by the VPA for the site

which illustrates the general location of roads, land uses and other relevant elements of the PSP

area. An extract of the urban structure is provided in Figure 6.

As shown in the Future Urban Structure Plan, relevant to the application area and overall master

plan, a Connector Street network is proposed from Soldiers Road linking through to the east and

north with the future Bells Road arterial running north to south.

Minta Farm

PSP Area

96A

Application

Area


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Figure 6 Draft Future Urban Structure Plan

96A

Application

Area


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4 DEVELOPMENT PROPOSAL

4.1 General

The application seeks to develop the subject site as part of the Minta Farm PSP for the purposes of

a residential subdivision, comprising of approximately 231 standard residential lots (average lot size

approximately 383m2), passive open space and a road connection to Soldiers Road. The

development is to be staged as follows:

➢ Stage 1 – 123 lots, middle portion of site;

➢ Stage 2 – 41 lots, southeast portion of site;

➢ Stage 3 – 51 lots, northwest portion of site; and

➢ Stage 4 – 16 lots, middle portion of site.

A view of the proposed site layout is shown in Figure 7 below.

Figure 7 Proposed Subdivision Layout


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4.2 Access and Internal Road Network

Access to the site is proposed to Soldiers Road approximately midway along the frontage forming a

cross intersection with Hazelnut Boulevard to the south. As part of the development the existing T-

intersection and associated turn lanes will be converted to a roundabout allowing fully direction

movements in all directions. A VPA standard roundabout design as shown in Figure 8 below,

reflecting a conceptual view of the proposed roundabout connection to Soldiers Road.

Figure 8 Proposed Roundabout Connection

The Soldiers Road connection will comprise of a modified Connector Street 31 metre wide cross

section to form a Boulevard in lieu of the standard Connector Street 25 metre wide cross section

within the draft urban structure. From a traffic point of view there is no material difference between

the two with the only change being the introduction of increased nature strip widths on both sides

of the Connector Street. Additionally, the Connector Boulevard entry from Soldiers Road will be

provided with a central median with a 6 metre width up until passing the first Local Access Street

running perpendicular to the Connector Street.

Within the site, the internal road network has been designed with standard Access Streets with 16

metre cross sections linking to the Connector Street network.

A view of the proposed internal road network and road hierarchy of development is shown in

Figure 9 and summarised in Table 1. Additionally, a view of the proposed cross sections is provided

in Figure 10 to Figure 12.

Speed control measures will be required to be implemented along roads exceeding 240m in

length. It is recommended that threshold treatments be proposed at the location of T-intersections

of such roads as an effective means of speed control.

Pedestrian crossing opportunities will be available at the proposed roundabout at Hazelnut

Boulevard and at Wurundjeri Boulevard through to the tree reserve (informal).

Subject Site

Soldiers Road

Ha

zeln

ut

Bo

ule

va

rd

Co

nn

ec

tor

Str

ee

t

Subject Site

Pedestrian

Crossing Across

Soldiers Road

Pedestrian

Crossing Across

Soldiers Road


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Figure 9 Internal Road Network Layout

Connector Boulevard (31m)

Connector Street (31m)

Local Access Street A (16m)

Laneway (8m)

Site Access

Pedestrian Crossing

Opportunity

Minta Farm Berwick – S96A Transport Impact Assessment 170310TIA001I-F 4 October 2017 Page 14

Table 1 Road Cross Sections

Reservation Road Pavement Parking Footpath Bike Path Notes

Connector Street

(Boulevard) 31m 2 x 3.5m traffic lanes

2 x 2.1m kerbside

indented bays

2 x 1.5m footpath

each side

3.0m off

road path 6 metre wide median

Connector Street 31m 2 x 3.5m traffic lanes 2 x 2.1m kerbside

indented bays

2 x 1.5m footpath

each side

3.0m off

road path Widened nature strips

Access Street 16m 7.3m pavement Intermittent on-

road

2 x 1.5m footpath

each side On-road -

It is considered that each of the above treatments provide the required traffic function when carrying traffic, and the required pedestrian and

cycle function to cater for both cyclists and pedestrians.

At road crossings, it is recommended that appropriate treatments are provided to ensure that priority is established as required.


Figure 10 Road Cross Section – Connector Street (Entrance Boulevard 31m)


Figure 11 Road Cross Section – Connector Street (31m)


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Figure 12 Road Cross Section – Local Access Street Level 1 (16m)

4.3 Soldiers Road

As part of the development, Soldiers Road will be upgraded to provide for a parallel parking lane

on the northeast side of the existing pavement effectively mirroring the southern arrangement. As

a result, Soldiers Road will operate with a single traffic lane and a parallel parking lane in each

direction as shown in Figure 13.

Figure 13 Soldiers Road Cross Section


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4.4 Pedestrian and Bicycle Network

The proposed road network includes footpaths on both sides of all roads. The proposed access

streets are designed to form a low speed and low traffic volume network, which can comfortably

accommodate bicycle movements on-road within their cross-sections.

In addition, the Connector Street includes a designated two-way bicycle path.

The pedestrian and bicycle network is shown in Figure 14.

Figure 14 Pedestrian and Bicycle Network

Two-Way Off-Road Bicycle Path

Pedestrian Footpath


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5 RESIDENTIAL SUBDIVISION DESIGN

5.1 Casey Planning Scheme Requirements

Clause 56.06 identifies Access and Mobility Management requirements for residential subdivisions

such as that proposed at the site. The following Clauses are applicable.

5.1.1 Clause 56.06-2, Walking and cycling network objectives

Standard C15

The walking and cycling network should be designed to:

➢ Implement any relevant regional and local walking and cycling strategy, plan or policy for the

area set out in this scheme.

➢ Link to any existing pedestrian and cycling networks.

➢ Provide safe walkable distances to activity centres, community facilities, public transport stops

and public open spaces.

➢ Provide an interconnected and continuous network of safe, efficient and convenient footpaths,

shared paths, cycle paths and cycle lanes based primarily on the network of arterial roads,

neighbourhood streets and regional public open spaces.

➢ Provide direct cycling routes for regional journeys to major activity centres, community facilities,

public transport and other regional activities and for regional recreational cycling.

➢ Ensure safe street and road crossings including the provision of traffic controls where required.

➢ Provide an appropriate level of priority for pedestrians and cyclists.

➢ Have natural surveillance along streets and from abutting dwellings and be designed for

personal safety and security particularly at night.

➢ Be accessible to people with disabilities.

The road network within the proposed subdivision is suitably designed to cater for and encourage

both pedestrian and cyclist trips within and through the area.

The internal road network has footpaths on both sides of each streets, and provision of a two-way

off-road bicycle path along the Connector Street bisecting the site.

Internal roads are expected to have minimal traffic volumes and low speeds, and are considered

suitable for cyclists.

All roads and paths are provided with natural surveillance. The proposed rear access laneways are

short, with side abuttals to adjacent lots, enabling appropriate surveillance.

It is therefore considered that the subdivision satisfies the objectives of Clause 56.06-2.

5.1.2 Clause 56.06-3, Public transport network objectives

Standard C16

The public transport network should be designed to:

➢ Implement any relevant public transport strategy, plan or policy for the area set out in this

scheme.

➢ Connect new public transport routes to existing and proposed routes to the satisfaction of the

relevant public transport authority.


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➢ Provide for public transport links between activity centres and other locations that attract

people using the Principal Public Transport Network in Metropolitan Melbourne and the regional

public transport network outside Metropolitan Melbourne.

➢ Locate regional bus routes principally on arterial roads and locate local bus services principally

on connector streets to provide:

Safe and direct movement between activity centres without complicated turning

manoeuvres.

Direct travel between neighbourhoods and neighbourhood activity centres.

A short and safe walk to a public transport stop from most dwellings.

The proposed Connector Street bisecting the middle portion of the site running generally northwest-

southeast of the proposed development is designed to accommodate future public transport

routes, ensuring that the entire development is situated within close proximity to public transport.

Additionally, a potential bus route along Soldiers Road is proposed north of the site.


5.1.3 Clause 56.06-4, Neighbourhood street network objective

Standard C17

The neighbourhood street network must:

➢ Take account of the existing mobility network of arterial roads, neighbourhood streets, cycle

paths, cycle paths, footpaths and public transport routes.

➢ Provide clear physical distinctions between arterial roads and neighbourhood street types.

➢ Comply with the Roads Corporation’s arterial road access management policies.

➢ Provide an appropriate speed environment and movement priority for the safe and easy

movement of pedestrians and cyclists and for accessing public transport.

➢ Provide safe and efficient access to activity centres for commercial and freight vehicles.

➢ Provide safe and efficient access to all lots for service and emergency vehicles.

➢ Provide safe movement for all vehicles.

➢ Incorporate any necessary traffic control measures and traffic management infrastructure.

The neighbourhood street network should be designed to:

➢ Implement any relevant transport strategy, plan or policy for the area set out in this scheme.

➢ Include arterial roads at intervals of approximately 1.6 kilometres that have adequate

reservation widths to accommodate long term movement demand.

➢ Include connector streets approximately halfway between arterial roads and provide

adequate reservation widths to accommodate long term movement demand.

➢ Ensure connector streets align between neighbourhoods for direct and efficient movement of

pedestrians, cyclists, public transport and other motor vehicles.

➢ Provide an interconnected and continuous network of streets within and between

neighbourhoods for use by pedestrians, cyclists, public transport and other vehicles.

➢ Provide an appropriate level of local traffic dispersal.

➢ Indicate the appropriate street type.

➢ Provide a speed environment that is appropriate to the street type.

➢ Provide a street environment that appropriately manages movement demand (volume, type

and mix of pedestrians, cyclists, public transport and other motor vehicles).

➢ Encourage appropriate and safe pedestrian, cyclist and driver behaviour.


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➢ Provide safe sharing of access lanes and access places by pedestrians, cyclists and vehicles.

➢ Minimise the provision of culs-de-sac.

➢ Provide for service and emergency vehicles to safely turn at the end of a dead-end street.

➢ Facilitate solar orientation of lots.

➢ Facilitate the provision of the walking and cycling network, integrated water management

systems, utilities and planting of trees.

➢ Contribute to the area’s character and identity.

➢ Take account of any identified significant features.

It is considered that the layout proposed and the cross section of internal roads is appropriate to

promote safe and easy movement through the subdivision for all road users.

Furthermore, the proposed road network will provide adequate clearances to cater for the access

requirements of service and emergency vehicles (e.g. typically up to an 8.8m truck).

The forecast daily traffic volumes for the internal subdivision roads will be well within the

recommended volume limits specified in Table C1 of Clause 56.06.

To ensure speeds are controlled, street lengths are limited, and where longer streets are required,

speed control devices are proposed to limit vehicle speeds.

It is therefore considered that the subdivision generally satisfies the objectives of Clause 56.06-4.

5.1.4 Clause 56.06-5, Walking and cycling detail network objectives

Standard C18

Footpaths, shared paths, cycle paths and cycle lanes should be designed to:

➢ Be part of a comprehensive design of the road or street reservation.

➢ Be continuous and connect.

➢ Provide for public transport stops, street crossings for pedestrians and cyclists and kerb

crossovers for access to lots.

➢ Accommodate projected user volumes and mix.

➢ Meet the requirements of Table C1.

➢ Provide pavement edge, kerb, channel and crossover details that support safe travel for

pedestrians, footpath bound vehicles and cyclists, perform required drainage functions and are

structurally sound.

➢ Provide appropriate signage.

➢ Be constructed to allow access to lots without damage to the footpath or shared path surfaces.

➢ Be constructed with a durable, non-skid surface.

➢ Be of a quality and durability to ensure:

Safe passage for pedestrians, cyclists, footpath bound vehicles and vehicles.

Discharge of urban run-off.

Preservation of all-weather access.

Maintenance of a reasonable, comfortable riding quality.

A minimum 20 year life span.

➢ Be accessible to people with disabilities and include tactile ground surface indicators, audible

signals and kerb ramps required for the movement of people with disabilities.

The proposed road network and footpath provision provide continuous pedestrian connectivity

and are to be designed appropriately to meet drainage, durability and access requirements. No

cycle paths are to be provided on the local access streets as carriageways will be designed as a

shared zone.


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The two-way off-road bicycle path provided along the Connector Street throughout the site will

provide north-to-south permeability for cyclists throughout the site. Otherwise, cyclists will be

accommodated on-street, where street lengths and speed control devices will ensure that vehicle

speeds are limited


5.1.5 Clause 56.06-6, Public transport network detail objectives

Standard C19

Bus priority measures must be provided along arterial roads forming part of the existing or proposed

Principal Public Transport Network in Metropolitan Melbourne and the regional public transport

network outside Metropolitan Melbourne to the requirements of the relevant roads authority.

Road alignment and geometry along bus routes should provide for the efficient, unimpeded

movement of buses and the safety and comfort of passengers.

The design of public transport stops should not impede the movement of pedestrians.

Bus and tram stops should have:

➢ Surveillance from streets and adjacent lots.

➢ Safe street crossing conditions for pedestrians and cyclists.

➢ Safe pedestrian crossings on arterial roads and at schools including the provision of traffic

controls as required by the roads authority.

➢ Continuous hard pavement from the footpath to the kerb.

➢ Sufficient lighting and paved, sheltered waiting areas for forecast user volume at

neighbourhood centres, schools and other locations with expected high patronage.

➢ Appropriate signage.

The proposed Connector Street bisecting the middle portion of the site and Soldiers Road north of

the site, have been designed to cater for a public transport route, , therefore the requirements of

Clause 56.06-6 do not apply.

5.1.6 Clause 56.06-7, Neighbourhood street network detail objective

Standard C20

The design of streets and roads should:

➢ Meet the requirements of Table C1. Where the widths of access lanes, access places, and

access streets do not comply with the requirements of Table C1, the requirements of the

relevant fire authority and roads authority must be met.

➢ Provide street blocks that are generally between 120 metres and 240 metres in length and

generally between 60 metres to 120 metres in width to facilitate pedestrian movement and

control traffic speed.

➢ Have verges of sufficient width to accommodate footpaths, shared paths, cycle paths,

integrated water management, street tree planting, lighting and utility needs.

➢ Have street geometry appropriate to the street type and function, the physical land

characteristics and achieve a safe environment for all users.

➢ Provide a low-speed environment while allowing all road users to proceed without

unreasonable inconvenience or delay.

➢ Provide a safe environment for all street users applying speed control measures where

appropriate.


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➢ Ensure intersection layouts clearly indicate the travel path and priority of movement for

pedestrians, cyclists and vehicles.

➢ Provide a minimum 5 metre by 5 metre corner splay at junctions with arterial roads and a

minimum 3 metre by 3 metre corner splay at other junctions unless site conditions justify a

variation to achieve safe sight lines across corners.

➢ Ensure streets are of sufficient strength to:

Enable the carriage of vehicles.

Avoid damage by construction vehicles and equipment.

➢ Ensure street pavements are of sufficient quality and durability for the:

Safe passage of pedestrians, cyclists and vehicles.

Discharge of urban run-off.

Preservation of all-weather access and maintenance of a reasonable, comfortable riding

quality.

➢ Ensure carriageways of planned arterial roads are designed to the requirements of the relevant

road authority.

➢ Ensure carriageways of neighbourhood streets are designed for a minimum 20 year life span.

➢ Provide pavement edges, kerbs, channel and crossover details designed to:

Perform the required integrated water management functions.

Delineate the edge of the carriageway for all street users.

Provide efficient and comfortable access to abutting lots at appropriate locations.

Contribute to streetscape design.

➢ Provide for the safe and efficient collection of waste and recycling materials from lots.

➢ Be accessible to people with disabilities.

➢ Meet the requirements of Table C1. Where the widths of access lanes, access places, and

access streets do not comply with the requirements of Table C1, the requirements of the

relevant fire authority and roads authority must be met. Where the widths of connector streets

do not comply with the requirements of Table C1, the requirements of the relevant public

transport authority must be met.

A street detail plan should be prepared that shows, as appropriate:

➢ The street hierarchy and typical cross-sections for all street types.

➢ Location of carriageway pavement, parking, bus stops, kerbs, crossovers, footpaths, tactile

surface indicators, cycle paths and speed control and traffic management devices.

➢ Water sensitive urban design features.

➢ Location and species of proposed street trees and other vegetation.

➢ Location of existing vegetation to be retained and proposed treatment to ensure its health.

➢ Any relevant details for the design and location of street furniture, lighting, seats, bus stops,

telephone boxes and mailboxes.

Road cross-sections are generally in accordance with Table C1 of the Planning Scheme, as

discussed in Section 4.



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5.1.7 Clause 56.06-8, Lot access objective

Standard C21

Vehicle access to lots abutting arterial roads should be provided from service roads, side or rear

access lanes, access places or access streets where appropriate and in accordance with the

access management requirements of the relevant roads authority.

Vehicle access to lots of 300 square metres or less in area and lots with a frontage of 7.5 metres or

less should be provided via rear or side access lanes, places or streets.

The design and construction of a crossover should meet the requirements of the relevant road

authority.

Generally, all internal single dwelling lots will have direct access onto the proposed internal road

network via conventional crossovers. Rear-access lanes are provided to a number of lots fronting

the Connector Street entrance from Soldiers Road to the site, due to the lots having less than 10.5

metres minimum frontage width and 300m2 in size.



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6 TRAFFIC CONSIDERATIONS

6.1 Overview

The traffic generated by the proposed development has been assessed by various traffic reports

prepared on behalf of the VPA by other consultants to model the impact of development of the

PSP area and surrounding areas on the road network. These reports have assessed the existing

road network as well as provided direction on the future road network, including intersections,

arterial road connections, and road cross sections.

In light of the above, the traffic generated by the development has already been assessed and

considered acceptable. Notwithstanding, to provide a robust assessment the development’s

traffic impact has been assessed as follows.

6.2 Traffic Capacity

Connector Streets have an indicative road capacity up to 7,000 vehicles per day. Soldiers Road is

considered to be a Connector Street standard and as such it would have a capacity for up to

7,000 vehicles per day. Review on-site indicates that the section of Soldiers Road along the

frontage of the site is currently carrying 2,000 vehicles per day.

6.3 Traffic Generation

It is generally accepted that single dwellings on a lot in outer suburban areas may generate traffic

at up to 10 vehicles per day, whilst in areas with good public transport, and for higher density

dwellings, lower traffic generation rates are often recorded.

Considering the size of the lots proposed and the proximity of the site to public transport, it is

anticipated that the proposed development may initially generate up to 9 vehicle trips per day per

lot.

Application of the above traffic generation rates to the proposed 231 lot development is expected

to initially generate up to approximately 2,079 vehicle trips per day, and approximately 208 vehicle

trips per hour during both the AM and PM peak.

6.4 Traffic Distribution

The first stages of development subject to this application will utilise the single connection to

Soldiers Road. As development continues to the northeast further connections will be available to

the surrounding road network and in particular the future Bells Road arterial and other Connect

Street connections.

Given the subject site is expected to be developed prior to any additionally external connections

being provided, it is projected that all of the 2,079 daily traffic movements will be distributed to

Soldiers Road via the proposed Connector Street connection. Of that traffic, it will be assumed that

70% is distributed to the northwest and 30% to the southeast based on likely destinations and

attractions.


Page 26

6.5 Traffic Impact

Based on the projected distribution of traffic, it is projected that 1,455 vehicle movements will be

generated to the northwest and 624 movements to the southeast per day. This level of additional

traffic is well within the capacity of Soldiers Road and is expected to be easily assimilated by the

existing and proposed road network.

With regard to the proposed roundabout at the Connector Street intersection with Soldiers Road

and Hazelnut Boulevard, as previously shown in Figure 8, it is expected that the peak hour

generation of 208 vehicle movements per hour can be suitably accommodated and again is well

within the capacity of such a roundabout with sufficient capacity to accommodate further traffic

as required.

Considering the above analysis, it is expected that the existing and proposed local street network

will have sufficient capacity to accommodate the interim stages of development until such time

that additional road connections are provided by further developments to the north and east.


Page 27

7 CONCLUSIONS

It is proposed to develop the subject site for the purposes of a 231 lot residential subdivision.

Considering the analysis presented above, it is concluded that:

➢ The design of the proposed subdivision generally accords with the requirements of the Casey

Planning Scheme, VPA Subdivision Design Standards;

➢ The proposed internal road network and connections to Soldiers Road are expected to be

suitable to accommodate the proposed development traffic generation.

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