Special Council Meeting Agenda - Attachments Under Separate Cover 30 June 2015

Item 3.3 – Gawler East Link Road Update

ATTACHMENT 4 Gawler East DPA Traffic Assessment

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QEDptyltd

Delfin Lend Lease

Gawler East DPA Traffic Assessment

QED pty ltd 309 Angas Street SA 5000

t 08 8227 0188 f 08 8227 0271 e [email protected] w www.qedecisions.com.au

1 December 2008

Job No: 10322 Report No: 08-164

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Contents Page No.

1 Introduction ...... 1 2 Existing Assessment...... 2 2.1 Road Network...... 2 2.2 Traffic Volume and Operation...... 3 2.3 Road Crashes ...... 3 2.4 Public Transport ...... 4 2.5 Cycling and Walking ...... 4 3 Future Assessment ...... 5 3.1 Road Network...... 5 3.2 Traffic Volume and Operation...... 6 3.3 Public Transport ...... 6 3.4 Gawler Transport Study ...... 7 4 Proposed Development...... 8 5 Traffic / Transport Assessment...... 9 5.1 Traffic Generation...... 9 5.2 Traffic Distribution ...... 10 5.3 Traffic Operation...... 13 5.4 Cycling and Walking ...... 14 5.5 Public Transport ...... 14 6 Infrastructure Requirements ...... 16 6.1 Internal Requirements (within the development)...... 16 6.2 External Requirements...... 16 7 Conclusion ...... 19

APPENDICES

Appendix A – Possible Structure Plan Appendix B – Traffic Model

FIGURES

Figure 1 Overview Plan Figure 2 Existing traffic volumes Figure 3 Proposed 2014 traffic volumes – no Link Road Figure 4 Proposed 2014 traffic volumes – with Link Road Figure 5 Proposed 2025 traffic volumes – Full Development Figure 6 Infrastructure requirements Figure 7 Alternative connection to Way

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Executive Summary QED Pty Ltd have been engaged by Delfin Lend Lease (Delfin) to undertake a traffic assessment for the proposed re-zoning of the former Gawler Quarry site and adjacent lands at Gawler East. The traffic assessment is to be used as part of the investigation process for the re-zoning of land to permit residential and other development on the proposed sites. The proposed re-zoning of the land is expected to result in the provision of 3,900 dwellings (2,700 for Phase 1) as well as a town centre and schools in two phases in areas that are within the current Urban Growth Boundary. The existing and future traffic demands, without the proposed Gawler East development are expected to result in locations on the road network in Gawler such as Murray Street and Adelaide Road operating close to capacity with congestion at peak periods. There is expected to be increased traffic demands within Gawler, particularly on Calton Road, Murray Street, Cheek Avenue and Adelaide Road as a result of the proposed development. A Link Road through the proposed development to the south east of Gawler is expected to reduce the traffic impacts within the Gawler Town Centre and surrounding road network by the proposed development and surrounding residential areas. The timing of the Link Road is dependant on the rate of development, and traffic volumes but is expected to be required between 2014 and 2017. This is based on traffic volumes of 14,000 to 15,000 vpd or when there are about 1,500 dwellings occupied. This Link Road will ultimately extend to Potts Roads as the development progresses past 2017. Traffic modelling undertaken by the Department for Transport, Energy and Infrastructure (DTEI) for the Gawler Transport Plan has confirmed the basic assumptions with regard to traffic generation for this assessment. In addition it has also confirmed the need for the Link Road to reduce traffic volumes on Calton Road / Murray Street within the Gawler Town Centre area. There are a number of improvements to the road network that are required to cater for the future demands. These involve the probable widening of Sunnydale and Cheek Avenues as well as Potts Road, providing a painted median on Calton Road and improvements to a number of junctions. The form and timing of these improvements will need to be discussed with the Town of Gawler and Delfin. The key outcomes of the traffic assessment are:

 On the basis of this assessment, Phase 1 of The Gawler East Development could proceed with interim traffic measures (up to 2014 -2017, without the need for the Link Road)

 The opportunity exists within Phase 2 of the development to provide an integrated solution for the early provision of the Link Road (South Eastern Connection) by all parties, being land owners, Delfin, Town of Gawler and DTEI

 The scope of this study does not take into consideration the future development of Concordia (within the UGB) beyond 2021. Not withstanding the ability for Gawler East to proceed ahead of this, detailed analysis with DTEI, Town of Gawler and District Council of Barossa is required to identify appropriate connections and links to reduce traffic demands on the Barossa Valley Way.

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1 Introduction

QED Pty Ltd have been engaged by Delfin Lend Lease (Delfin) to undertake a traffic assessment for the proposed re-zoning on the former Gawler Quarry site and adjacent lands at Gawler East. The traffic assessment is to be used as part of the investigation process for the re-zoning of land to permit residential and other development. The proposed re-zoning of the land for development is expected to consist of two main phases as indicated in Figure 1. Both Phases include areas in the recently announced changes to the Urban Growth Boundary. Phase 1 is located to the south of Calton Road and north of South Para River and proposes 2,700 residential dwellings, schools and a neighbourhood centre. Road access will be made to Calton Road and Balmoral Road to the north and east, and ultimately subject to further development via the Gawler to Kersbrook Road to the west. It is proposed the development would be staged over a 10 year period starting in 2009. Phase 2 is substantially located to the southwest of the South Para River and is expected to comprise 1,200 residential dwellings. Road access will be made to Potts Road, and One Tree Hill Road (Gawler to Kersbrook Road). It is proposed that this Phase of the development would be staged over a 15 year period starting in 2011/12 depending on market conditions. A link road will be provided that connects the two Phases from Sunnydale Avenue in the north to Potts Road at the southern end. This report details the traffic impacts of the proposed rezoning of the land on the surrounding road network.

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2 Existing Assessment

2.1 Road Network The overall site is located to the east / south east of Gawler. Phase 1 of the development is located south of Calton Road at Gawler East, and bounded by Balmoral Road and Cork Road to the east and west respectively. No existing road access is available to the south, which is constrained by the South Para River and associated creeks (refer Figure 1). Phase 2 is located to the northeast and south west of the Gawler to Kersbrook Road and Potts Road. The road network in the vicinity of the proposed site is primarily under the care and control of the Town of Gawler. Barossa Valley Way, Gawler to Kersbrook Road and Adelaide Road are arterial roads under the care and control of the Department for Transport Energy and Infrastructure (DTEI). The Barossa Valley Way is a key route in the road network in the study area as it provides access for freight movements to the southern areas of the Barossa Valley as well as Sandy Creek and Williamstown. It also a key link for animal transport from the Adelaide Hills Region and beyond to Dublin. Calton Road provides the main link to the Gawler Town Centre at Murray Street for the existing Gawler East residential area and to Williamstown to the east via Balmoral Rd. Calton Road - Balmoral Road, East Terrace and the Barossa Avenue - Gozzard Street - Rudall Street - Ayres Street link has been defined by council as Principal Local Connectors. Cheek Avenue is defined as a secondary Local Connector with all remaining roads considered as local access roads. Murray Street is the main street within the Gawler Town Centre and distributes traffic to the surrounding arterial road network including Ryde Street / Twelfth Street, Adelaide Road, Gawler to Kersbrook Road to the south and west, and to the north. Cheek Avenue and Sunnydale Avenue provide access to the Barossa Valley Way for travel east and north of the Gawler Town Centre. Potts Road provides access to various residential areas to the east of Adelaide Road and is a Principal Local Connector in Council’s road hierarchy. All roads are two lane single carriageway roads with a speed zone of 50km/hr, except for:  Barossa Valley Way east of Cheek Avenue (60 / 80 km/hr)  Gawler to Kersbrook Road (80 / 100 km/hr) and  Calton Road east of Cheek Avenue (80km/hr) All the junctions in the local traffic area are simple “T” junctions or cross roads with the exception of the Julian Terrace intersection with Bridge Street and the Barossa Valley Way junction with Murray Street, both of which are signalised.

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2.2 Traffic Volume and Operation Figure 2 shows the road network and existing daily traffic volumes on the key roads within the study area for this assessment. The data has been provided to the team by Council and Department of Transport, Energy and Infrastructure (DTEI). Existing traffic volumes on Calton Road are low for a major collector road at 4,500 vehicles per day (vpd) near the site, but the volume of traffic does increase to 7,700 vpd to the west of Murray Street. Balmoral Road carries 3,000 vpd. Daily traffic volumes on Potts Road just east of Adelaide Road are in the order of 2,100 vpd and reduce to 300 to 500vpd at the junction with the Gawler to Kersbrook Road. The traffic surveys indicate that during peak periods, (8.00 to 9.00 am and 5.00 to 6.00 pm) the traffic volumes are about 8 to 10% of the daily volumes on the road network. Traffic operation on the road network in the vicinity of the proposed development is considered satisfactory with minor queues and delays on Calton Road and Barossa Valley Way during the peak periods. The road network operates with minimal delays to road users during off-peak periods. However along Murray Street, traffic operation is considered congested due to the volume of traffic on (greater than 20,000vpd in some sections), and interaction with the adjacent land uses, including parking manoeuvres. The existing Murray Street / Calton Road junction is congested with current demands and there are significant queues on the Calton Road approach during peak periods. Journey to work data from the 2006 ABS Census indicates that within Gawler about 5 % of work trips use public transport (essentially the train) and that  30% of work car trips have destinations in Gawler,  12% of work car trips have destinations to the east of Gawler,  30% of work car trips have destinations in the Salisbury / Playford Council areas, and  The remainder of trips have destinations south of Salisbury.

2.3 Road Crashes Crash data has been obtained from the DTEI for the 5 year period from 1 January 2002 to 31 December 2006 for the following locations:  Calton Road between Murray Street and Balmoral Road including the intersection with Murray Street;  Cheek Avenue;  Sunnydale Avenue, and  Potts Road. Only crashes having an estimated repair cost of greater than $3,000 or a personal injury were recorded. These records identified that:

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 There have been just 6 crashes at the intersection of Calton Road with Murray Street, none of which resulted in injury.  There have been just 7 crashes at the intersection of Calton Road with High Street none of which resulted in injury.  Four crashes at the Calton Road / Cheek Avenue intersection, of which all were right angle crashes and no injuries.  There have been 17 mid block crashes on Calton Road between High Street and Cheek Avenue. Of these crashes 4 resulted in injuries whilst 7 occurred at the intersections with Calton Road.  There have been 3 mid block crashes on Calton Road between Cheek Avenue and Sunnydale Avenue. Of these 2 were injury crashes.  There have been 2 mid block crashes on Potts Road and 4 crashes at the junction with Adelaide Road. Of the above two were casualty crashes.

For the traffic volumes using Murray Street, Calton Road and Potts Road, this crash history is not considered to be significant.

2.4 Public Transport The main public transport provider within Gawler is the TransAdelaide train service between Adelaide and Gawler Central. No regular daily bus services operate in Gawler. During peak periods the train service runs at 15 minute intervals with reduced frequency off-peak. It is understood that the main factors preventing higher usage of the train are a lack of adequate parking facilities and bus feeder services. There is an after-midnight bus service that runs from the Adelaide CBD to Gawler on Saturday night / Sunday morning There is a community bus service operated by Council. In addition there is a Dial and Ride service that operates between 9.00am and 3.00pm daily with a night service between 7.00pm and 10.00pm Monday to Friday, for local destinations. There are a number of school bus services that operate on school days only. In addition, Barossa Valley Coaches operate a daily service from Angaston to Adelaide that stop in Gawler when required. However, these services are not integrated with the current Metroticket system. On this basis, the Gawler East area is considered to have poor accessibility to public transport due to the train being some distance from the proposed development.

2.5 Cycling and Walking There are no specific on or off-road cycle paths within the study area. In addition, there are no pedestrian crossings and footpaths except for footpaths provided on some of the local roads.

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3 Future Assessment This assessment details conditions in the future without the proposed re-zoning of the land.

3.1 Road Network

3.1.1 General There is expected to be little change in the road network in the vicinity of the study area within the timeframe of the proposed sites. Whilst some growth in traffic is expected there are no significant changes envisaged that would result in a significant increase in traffic volume. There is expected to be changes in the Town Centre area along Murray Street with increased development, such as the recently approved Target Development, and provision of a roundabout at the Calton Road intersection. In addition, other changes may be made to isolated locations due to future developments. The biggest change is expected to be from the provision of the in late 2010, which is expected to result in a diversion of traffic from Adelaide Road to both Twelfth Street and Redbanks Road. Traffic studies for the project indicated the likely changes in traffic demands are as follows:

 a 5,000 to 7000 vpd increase for Redbanks Road,

 a 2,000 to 3,000 vpd increase for Twelfth Street / Ryde Street, and

 a 5,000 to 7,000 vpd decrease on traffic on some sections of Adelaide Road.

DTEI has recently undertaken and released to the public a Road Management Plan (RMP) for the Main North Road / Adelaide Road link from the interchange at the (north extent) through to Trinity Drive at the southern extent. However, it does exclude the section of Murray Street from the junction with the Barossa Valley Way to Twelfth Street. The RMP essentially has examined the existing conditions along the road sections and identified a number of improvements/treatments to address deficiencies, particularly with road safety. The treatments have been prioritised with the expectation that those with a high priority would be assessed for funding in the near future.

3.1.2 Future Residential Development Future residential developments are expected to occur at Evanston Gardens (south of Gawler) and possibly Concordia (to the north of the Barossa Valley Way). For this assessment, the Concordia development is that area to the east of Gawler and north of Barossa Valley that has been added to the Urban Growth Boundary (UGB). It does not relate to the Urban Pacific proposed development that is located further east of this area and has yet to receive approval from the relevant authorities. The have advised that the proposed Urban Pacific development would also

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include that area of Concordia within the UGB as well as significant areas outside the UGB. The Evanston Gardens development (approximately 2,500 dwellings) is located just to the south of Gawler and is expected to include land on both sides of Main North Road. The timing of this development is such that it is likely to start in 2009 and be fully developed around 2021. This development is expected to add additional traffic to Adelaide Road and Murray Street. For the Concordia development (within the current UGB), it is not known at this time the timing of this development, but the Town of Gawler have advised that Concordia would not be developed until after 2021. It is also unknown what connections would be provided from the development to the existing road network. This development is expected to have more dwellings than this (Gawler East) project. Consequently traffic generated from the development is expected to be large and additional connections to Sturt Highway (via north east connection) would be required to reduce traffic on the Barossa Valley Way. Any proposed connection would also facilitate diversion of freight movements away from the Gawler Town Centre. However, it is anticipated that Barossa Valley Way would still cater for some of the increased traffic.

3.2 Traffic Volume and Operation The expected 2025 volumes on the existing local road network have been calculated by incorporating 1% annual growth into the existing volumes. Hence future traffic volumes on Calton Road are considered appropriate for a major collector road, at 5,100 vpd between Cheek and Sunnydale Avenues but the volume of traffic would increase to 8,700 vpd to the east of Murray Street. On Balmoral Road daily traffic is expected to 3,400 vpd. In terms of future operation, it is expected that the existing road network would cater for the expected increase in the vicinity of the proposed development. However, along Murray Street the future increase is expected to exacerbate existing traffic issues in the Town Centre. Traffic conditions would be expected to improve along Adelaide Road due to the diversion of traffic onto the Northern Expressway. However, additional developments in the vicinity of Potts Road and the Gawler Racecourse, as well as from Evanston Gardens are expected to mitigate some of the diversion of traffic on Adelaide Road to the Expressway.

3.3 Public Transport The State Government announced that it is investigating the electrification of the Adelaide to Gawler rail line, which will also include resleepering with concrete sleepers. Timing of this work is uncertain at the moment and could be brought forward depending on funding from the Federal Government. This project is expected to increase the number of passengers using the rail line, however further studies are being undertaken by the Public Transport Division to determine the expected increase in patronage.

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No significant improvements to bus services are expected within Gawler. The Passenger Transport Division has indicated that there may be only a minor expansion of existing services to cater for expected demands.

3.4 Gawler Transport Study DTEI in conjunction with the Town of Gawler and The Barossa Council and the District Council of Light, has recently developed the Gawler Transport Plan to direct future infrastructure provision within the Gawler region. The study has taken into consideration future residential development at Gawler East and Evanston Gardens as well the proposed developments at Concordia (within and outside of the UGB). The proposed Urban Pacific Concordia development is located primarily outside the current Urban Growth Boundary and would require a separate study to identify traffic impacts. DTEI, as part of Gawler Transport Plan, has undertaken detailed traffic / transport modelling to identify future traffic volume projections (for 2021 and 2031) on the major road network within the Gawler region. The traffic modelling was undertaken for eight scenarios associated with the upgrading of existing and / or provision of new major road links as indicated below:

 Option 1 - A new / upgraded road link between Gawler East and Adelaide Road Potts Road;

 Option 2 - A new / upgraded road link between Gawler East and Main North Road via Bentley Road and Tiver Road;

 Option 3 - A new north eastern connection for the extension of the Urban Growth Boundary, between Barossa Valley Way and Sturt Highway;

 Option 4 - A combination of Options 1 and 3;

 Option 5 - A combination of options 2 and 3;

 Option 6 - A new north eastern connector for the Urban Pacific Concordia development

 Option 7 - A combination of Options 1 and 6; and

 Option 8 - A combination of Options 2 and 6.

The key outcome of the study to date is that the provision of the new road links between Gawler East and Adelaide Road/Main North Road and from Barossa Valley Way to Sturt Highway are considered to be local roads and not arterial. However it should be noted that a north eastern connection would also facilitate diversion of heavy vehicle traffic from the Gawler Town Centre area. A review of the model indicates there is a significant reduction in traffic on some sections of Adelaide Road and Murray Street with the provision of both the north east and south east connections. It is expected that the redirection of traffic with these connections would result in significant improvements in amenity and traffic flow in the Gawler Town Centre. The traffic modelling undertaken for the Gawler Transport Study has been used in this assessment to verify assumptions made regarding traffic generation and distribution.

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4 Proposed Development The proposed re-zoning is expected to provide for a residential development with a potential total of 3,900 dwellings and provision for a Neighbourhood Centre, local centre and a number of schools. The proposed development area comprises two main phases as indicated in Figure 1. Both Phases are totally within the current Urban Growth Boundary. Phase 1 is located to the south of Calton Road and north of South Para River and includes 2,700 residential dwellings, schools and a neighbourhood and local centre. Road access will be made to Calton Road and Balmoral Road to the north and east, and ultimately Gawler to Kersbrook Road to the west. It is proposed the development would be staged over a 10 year period starting in 2009. An indicative layout of Phase 1 is contained in Appendix A. Phase 2 is primarily located to the southwest of the South Para River and includes 1,200 residential dwellings. Road access will be made to Potts Road, and One Tree Hill Road (Gawler to Kersbrook Road). Subject to market conditions Phase of the development could be expected to come on stream in 2011/12 and would be staged over a 15 year period. A link road will be provided (by Delfin) that connects the two Phases from Sunnydale Avenue in the north to Potts Road at the southern end. Access roads to the development are provided at two points along Calton Road, one along Balmoral Road and at the connection to the Gawler to Kersbrook Road. The form of the access roads and traffic control devices are the subject of this report. It is proposed to stage construction of the development with the initial stage being at the far eastern part of the site and then progressively developing to the west in areas adjacent to Calton Road. The total development is expected to be completed over a 10 to 15 year time frame.

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5 Traffic / Transport Assessment The proposed re-zoning and future development will generate a significant amount of traffic which will be distributed onto the abutting local road network. The assessment of the traffic impacts includes a discussion on traffic generation and distribution, ultimate volumes, staging and impacts on existing infrastructure.

5.1 Traffic Generation The Gawler Development Plan recommends a rate of 10 trips per day per dwelling for traffic assessment of residential developments. This rate is considered high for metropolitan areas and large townships. However, Phase 1 of the proposed development does contain a neighbourhood centre and primary schools. On this basis, it is assumed the external trip generation is 8 trips per day per dwelling. The modelling for the Gawler Transport Plan (using MASTEM) has indicated a daily traffic generation rate of just over 8 trips per dwelling for external trips (trips made outside of a particular zone) for each of the zones that comprise the two Phases of the project. On this basis, using the assumed rate of 8 trips per dwelling, it is estimated that 21,600 trips per day would be generated by Phase 1 and 9,600 trips per day by Phase 2 once both phases are fully developed. It is understood that Phase 1 would be constructed over a 10 year time frame with beginning in 2009. Initial stages would be centred on the areas fronting Calton Road. Phase 2 of the development is expected to begin in 2011/12 and be concentrated in the area adjacent Potts Road. It is anticipate that full development of Phase 2 would be completed by 2025. It is noted that the development of the Concordia land (within the UGB) is not expected to occur prior to 2021. As a result, no consideration has been given to traffic generated from Concordia as part of this assessment. This traffic assessment has been undertaken assuming that the Link Road will end at Potts Road. No consideration has been given to redirecting the Link Road onto Bentley Road and then Tiver Road. The above assumes no significant increase in public transport services to the Gawler East area. It is expected that services and demand could increase particularly with the electrification of the rail line and the possible Concordia land (within and outside the UGB) development to the north of the Barossa Valley Way. However, the Concordia proposal is likely to result in the rail line being extended to the east with possibly one or two rail stations. The predicted traffic distribution takes this into consideration by redirecting traffic from the Town Centre to the new stations. It is important to note that if regular / frequent bus services were provided to the Town Centre then a reduction in the number of trips per dwelling could be considered. The proposed development allows for bus services in its conceptual design.

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5.2 Traffic Distribution The traffic distribution for the proposed development is based on knowledge of the area, location of services (schools, shopping etc) and the 2006 ABS Census Journey to Work Data. For this assessment, the following distribution has been assumed: To The East (15%) DestinationDestinationDestination  Barossa Valley – Angaston, Lyndoch, Tanunda and Williamstown RoutesRoutesRoutes  via Barossa Valley Way from both Cheek Avenue and Sunnydale Avenue  Balmoral Road also caters for some of the eastbound traffic GawlerGawlerGawler (3 (30%)0%)0%)0%) DestinationDestinationDestination  including Town Centre, schools (Trinity College etc), shopping, employment etc Routes  Barossa Valley Way from both Cheek Avenue and Sunnydale Avenue, Calton Road  Adelaide Road and the Link Road to Adelaide Road using First Street, Second Street, Hill Street or Fifth Street Salisbury / Playford (23%) DestinationDestinationDestination  Salisbury, Elizabeth and Munno Para District Centres and Edinburgh Routes  essentially two routes using Main North Road (majority) and the Northern Expressway  For traffic using Main North Road, the Link Road and Calton Road are the primary routes. However there is some usage expected for longer distance traffic using the Northern Expressway which would use Barossa Valley Way to Redbanks Road Metropolitan Adelaide (27%) DestinationDestinationDestination  south of Salisbury Routes  essentially two routes using the Northern Expressway (majority) and Main North Road  For traffic using Northern Expressway it is assumed that traffic would use both the Redbanks Road (via Barossa Valley Way)and Ryde Street (via the Link Road)

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routes. For Main North Road, the Link Road and Calton Road are the primary routes. New Train Station (5%)  essentially to the Barossa Valley Way from both Cheek and Sunnydale Avenues  For Phase 2 it is assumed that traffic will not use the rail station and this traffic redistributed to Salisbury / Munno Para and Metropolitan Adelaide. For traffic using the Barossa Valley Way, it is assumed that traffic with destinations to the west (Town Centre and the Expressway) the majority of would use Cheek Avenue with traffic to the east primarily using Sunnydale Avenue. An alternative has been considered that is expected to reduce traffic impacts on Sunnydale Avenue. This alternative would involve directing the Link Road to Balmoral Road and Kalbeeba Road to distribute eastbound traffic to the Barossa Valley Way as indicated in Figure 7. It is expected that this would not change the overall demand for eastbound traffic but provide an alternative to Sunnydale Avenue for connections to the arterial road network. Depending on connections within Phase 1 of the development, the use of Balmoral Road could reduce traffic on Sunnydale Avenue by 2,500 to 3,500 vpd. However it is expected to increase traffic on Balmoral and Kalbeeba Roads by a similar amount. Comparison of the above assumptions with the traffic model for the Gawler Transport Plan indicates there are large differences in traffic distribution. In particular, the model indicates that approximately 50% of traffic generated by the development has a destination within the Town of Gawler (outside of the Town Centre) compared to the 30% assumed. DTEI’s MASTEM model also indicates that there are fewer trips with destinations in Playford (12%) and destinations south (10%). The 50% figure does not appear to be reasonable as the majority of employment within Gawler is located in the Town Centre area. The effect of this change in destination is that there is expected to be higher traffic volumes on Calton Road, Barossa Valley Way and Adelaide Road (north of Potts Road). However it is also expected there would be a reduction in traffic on the Link Road and on Adelaide Road south of Potts Road. Based on a 40% distribution within Gawler the increase in traffic on Calton Road and Adelaide Road Road (north of Potts Road) is expected to be in the order of 2,000 vpd each. The daily traffic reductions expected on the Link Road would be in the order of 1,500 vpd and Adelaide Road north of Potts Road 3,500 vpd.

5.3 Traffic Operation

5.3.1 Traffic Volumes Figures 3, 4 and 5 indicate the daily traffic volumes on the road network within the proposed site and on the adjacent road network at 50% development and full development (in 2025) respectively. Two alternatives have been considered at 50% development; they are with and without the Link Road to the Gawler to One Tree Hill Road. The aim of this assessment is to

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gain an indication of the need and timing of the Link Road. Once Phase 2 of the proposed development is substantially complete, the Link Road would then be extended to Potts Road. The volumes shown on the figures include the traffic generated by the development and an increase in existing volumes based on a nominal growth rate of one percent per annum. This growth rate is considered appropriate for the local road network as there is expected to be minimal development within the immediate vicinity of the proposed site. Figures 3 and 4 show that without the Link Road, traffic volumes in 2014 on Calton Road just east of Cheek Avenue would vary between 14,100 to 15,800 vpd in 2014. Provision of the Link Road is expected to reduce the traffic volumes on this section of Calton Road to between 9,500 and 11,400 vpd. At full development in 2025 daily traffic volumes on Calton Road without the Link Road could be in the order of 26,000 to 28,000 vpd. If the road link is not provided then there is expected to be significant increases in traffic on Barossa Valley Way, Murray Street and Adelaide Road north of Potts Road. The provision of the Link Road is expected to reduce the daily traffic volume on Calton Road to between 12,900 and 15,600 vpd. The traffic volumes shown in the figures and indicated below include the impacts associated with the Northern Expressway. This assessment has assumed that approximately 5,000 vpd would be diverted from Adelaide Road due to the new road. On the remaining major roads the following increases in traffic and total volumes (shown in brackets) are expected at full development in 2025 (Refer Figure 5).  2,000 to 4,500 (6,300 to 17,000) vpd on Barossa Valley Way,  1,000 to 1,500 vpd (4,500) on Balmoral Road (note if the Balmoral/Kalbeeba Road link is provided then the increase would be in the order of 4,000 to 4,500 vpd)  5,900 (6,300) vpd on Sunnydale Avenue (note if the Balmoral/Kalbeeba Road link is provided then the increase would be in the order of 3,000 vpd),  4,200 (6,500) on Cheek Avenue,  1,500 to 4,500 (20,400 to 29,700) vpd on Murray Street  12,700 (31,100) vpd on Adelaide Road south of Potts Road  4,200 (5,700) vpd on Gawler to Kersbrook Road/Seventh Street  11,900 (14,300) vpd on Potts Road If the Link Road is not extended to Potts Road (beyond 2014 / 2017) then there is expected to be traffic distributed from the Gawler to Kersbrook Road to Potts Road for long distance movements (outside of Gawler) and to a number of local streets that connect to Adelaide Road including First, Second, Fifth, and Hill Streets for short trips.

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Traffic volumes at full development (2025) on the main roads within the proposed development are indicated below:  11,200 vpd on the Link Road north of Potts Road  17,300 vpd on the Link Road east of the Gawler to Kersbrook Road,  16,700 vpd on the section just west of the connection to Calton Road,  17,300 vpd adjacent to the neighbourhood centre,  12,300 vpd on the Link Road south of Calton Road,  10,300 vpd on the Connecting Road between the Link Road and Calton Road (note if the Balmoral/Kalbeeba Road link is provided then the traffic volume is expected to be in the order of 8,000 vpd),  3,000 vpd on the connection from the Link Road to Balmoral Road (note if the Balmoral/Kalbeeba Road link is provided then the traffic volume is expected to be in the order of 6,000 vpd). Two-way peak volumes are typically 8% of the daily flows and assuming that 70% of traffic travels in the peak direction. Hence increases in one-way peak volumes are likely to range from 100 to 500 vehicles per hour. It is expected that a north east connection of Gawler linking the Barossa Valley Way with the Sturt Highway would be provided with the Concordia development (within and/or outside the UGB). The main impacts of this connection would be to:

 Reduce the volume of through traffic using Calton Road, Barossa Valley Way and Murray Street for long distance travel. Based on the traffic distribution in the previous section the reduction in volumes would be a maximum of 2,000 vpd each on Calton Road and Barossa Valley Way west of Murray Street.

 Increase the volume of traffic on Barossa Valley Way (depending on the location of the connection) as well as Sunnydale Avenue and the Link Road for traffic destined for Adelaide Road (ie Trinity College).

5.3.2 Traffic Summary The increase in residential and other development is expected to have impacts on the road network within the vicinity of the proposed development. It is considered that the existing roads should generally be able to cater for the proposed volumes without significant disruption to road users. For Phase 1, the main impact in terms of traffic operation is that access to side streets and abutting properties on various roads could be restricted, particularly on Calton Road, Cheek Avenue, Sunnydale Avenue and Barossa Valley Way. These roads will require further investigations and agreement with DTEI and the Town of Gawler and District Council of Barossa. In addition, there may be a need to upgrade sections of road and individual intersections to cater for the expected traffic demands. Traffic increases on Calton Road are significant in 2014 without the Link Road of almost 8,000 vpd. It is expected that Murray Street and Bridge Street would not be able to cater for this increase. The provision of the Link Road to initially the Gawler to Kersbrook Road (2014 to 2017 depending on rate of development) and ultimately to

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Potts Road would ease congestion in this area and allow an alternative access into the proposed development. This would also provide appropriate linking of the two Phases of the development in terms of access to shopping and schools. Phase 2 of the development is expected to increase traffic on various local roads but primarily Potts Road and the Gawler to Kersbrook Road initially. The modelling indicates that there could be increases in traffic of around 2,000 to 3,000 vpd prior to the Link Road being extended to the Gawler to Kersbrook Road. The provision of the Link Road is expected to increase traffic demands on Potts Road by a further 4,000 vpd when first provided between 2014 and 2017. Redirecting the Link Road through to Balmoral Road / Kalbeeba Road could be used as an alternative to Sunnydale Avenue for eastbound traffic as it better distributes traffic movements. As this is a strategic assessment, no detailed SIDRA assessment of the peak flows have been undertaken to identify localised impacts. This will be undertaken as part of the development approval process once the land has been rezoned.

5.4 Cycling and Walking The proposed master plan for the site will show connections to existing pedestrian and cycle paths, the importance of a link to South Para River has already been identified. The Town of Gawler has undertaken a strategic review of the cycling and pedestrian facilities. It is proposed that during the development of the proposed site, cycle paths and pedestrian connections will be made to any links that are developed by the strategic review.

5.5 Public Transport The provision of public transport is dependent on generated demand and location of services that need to be accessed by various users. There are a number of developments within the Gawler area (this site, Concordia and Evanston South) that would add significant demand to the system. The electrification of the rail to Gawler is expected to increase passenger numbers as the service would have increased frequencies. DTEI has indicated that several studies are about to begin or are being planned to determine possible options for providing the infrastructure to support the electrification of the rail line. These studies will take into consideration the future developments in Gawler. The Public Transport Division (PTD) has indicated that there could be an extension to the Gawler line further east to service both the Gawler East (Phase 1) and Concordia development. However, given the distance from the development there would need to be provision of feeder bus services and/or large park and ride facilities to make the stations viable. The PTD has indicated that feeder services only to a rail station typically have lower patronage compared to a service that has other destinations such as shopping/retail locations. They have indicated that a feeder service could be provided to the various

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developments in Gawler but must be connected to the major rail stations and shopping precinct in Murray Street. This would include any proposed rail stations that are extended to the east. In allowing for future services, PTD has indicated that it is critical to ensure that the proposed development has a road system that is designed to cater for buses. The points to include in the design are:  Ensure buses can undertake turns safely at all junctions,  Bus stops are located to ensure good connectivity to surrounding areas,  Sufficient room is provided in the road reserve for bus shelters, and  The road is sufficient for other vehicles to pass a stopped bus (eg. indented bus bays).

It is understood that the development accommodates future bus services, in particular along the main collector road within proposed carriageways currently operating effectively at Mawson Lakes.

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6 Infrastructure Requirements The proposed re-zoning to provide for residential other development will have impacts on the road network and provision of road-based infrastructure in the area. This section details some of the requirements for road infrastructure based on current investigations. The proposed requirements are separated into internal and external areas and are indicated on Figure 6.

6.1 Internal Requirements (within the development) The traffic assessment indicated that traffic volumes on the major roads within the development are expected to vary between 9,000 and 17,000 vpd in 2025. Typically a two lane cross section could cater for this volume of traffic. It is recommended that a median or pedestrian refuge be provided to allow for safe pedestrian movement across the roadway and at side road junctions, adjacent to the neighbourhood centre and school. T-junctions with the main connecting roads are considered appropriate and should provide storage lanes for right turn movements. However, at either end of the neighbourhood centre roundabouts could be considered to reduce speed entering the area and to provide a visual cue that conditions in the area have changed. It is recommended that a roundabout be provided at the Link Road / Calton Road / Sunnydale Avenue intersection. At this time, T-junctions are considered appropriate treatments for the other access road connections to the existing road network. Cycling should be promoted within the development. Consequently the Link Road and all collector roads should provide for on-road cycling by either on road cycle lanes (1.2m wide minimum) or having a minimum road width of 4.5m. Shared paths (minimum of 2.5m wide) should also be provided along main corridors and through greenways (creek lines etc).

6.2 External Requirements There is expected to be some improvement required on the road network within the vicinity of the proposed development to cater for the expected traffic demands. Calton Road (increase in traffic between 555,0005,000 and 1,000 121222,000vpd),000vpd),000vpd),000vpd)  A painted median is recommended / proposed along the full length of Calton Road to Cheek Avenue to assist with access into properties and side roads.  For the section between Cheek and Sunnydale Avenues the treatment will be dependant on whether there is direct access to the road from abutting properties. If there is, then a painted median is preferred.  As indicated above, a roundabout should be provided for the Calton Road / Sunnydale Avenue intersection. A roundabout is also proposed for the Cheek Avenue intersection due to the number of turning movements.

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 At Murray Street, recently approved development and proposed development in the Town Centre may require signals to be provided at this location. Cheek Avenue (increase in traffic 4,200 vpd)  The expected increase in traffic could result in problems for side roads, direct property access and a local shopping centre abutting the road. Consequently there may be a need to widen the existing road to provide a painted median or sufficient space for vehicles to pass a turning vehicle.  At the Barossa Valley Way intersection there are turn lanes. However, further investigations would be required to determine if they are sufficient in length as they could require extending. The actual form of this junction would be dependant on timing of the Concordia development. Sunnydale Avenue (increase in traffic 555,5,,,999900vpd)00vpd)00vpd)00vpd) This road has a direct connection to the proposed development through its intersection with Calton Road and the Link Road. Existing volumes on this road are considered low at 380 vpd.  The increase in traffic could have an adverse impact on access to properties and further investigation is required to determine if it should be widened to allow vehicles to pass those entering properties.  The existing junction with the Barossa Valley Way is not ideal due to the rail crossing. The expected increase traffic turning left and right at this location will exacerbate the existing issues. With the proposed future Concordia development and possible Wheatsheaf Train Station, an investigation should be undertaken to determine appropriate treatments.  Both of the above are required even if the Link Road is directed toward Balmoral Road. Barossa Valley Way (increase in traffic of 2,000 to 4,500 vpd) The increases in traffic should be able to be catered for by the existing road cross section.  Minor improvements could be expected with the side road junctions. The road has sufficient width to provide for a painted median treatment if required.  The final form of this road is also dependent on timing and road network layout for the Concordia Development. Gawler to Kersbrook Road (increase of 7,000 vpd by the LLLinkLink RRRoadRoad connection) Initially the Link Road will not connect to the Gawler to Kersbrook Road, however, it will be required to reduce traffic demands on Calton Road. The Link Road will be connected in the longer term to Potts Road.  Improvements will be required to provide appropriate junction treatments with First and Fifth Streets and Hill Street, in particular to allow vehicles to turn from (left turn) and onto (right turn) this road.

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Potts Road (increase of 141414,14,,,88880000 vpd by Phase 2 and the LLLinkLink RRRoadRoad connection) Initially the Link Road will not connect to Phase 1 of the proposed development. However, it will be required to reduce traffic demands on Calton Road at about 2014 to 2017 depending on the rate of development. The Link Road will be connected in the longer term to Potts Road. Hence traffic demands on Potts Road would be locally generated initially with higher through movements once the Link Road is provided. New residential developments have been approved along Potts Road with properties allowed to have direct access to the road without any physical upgrade to Potts Road to accommodate turning or through traffic. In addition, the roadway is relatively narrow but the road reserve has sufficient width to cater for minor widening.  The road will need to be widened to provide a painted median that allows for safe access into abutting properties as part of the overall Link Road network.  The junction with Adelaide Road will arguably require traffic signals in its current form, given traffic volumes from current and future developments which include the Gawler East DEPA and the Racecourse DPA. The timing of the provision of signals will require further investigation, as part of the timing and delivery of the Link Road by Delfin, DTEI and the Town of Gawler.

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7 Conclusion This traffic assessment for the proposed re-zoning and future development at Gawler East has indicated the following:  The existing and future traffic demands, without the proposed Gawler East development are expected to result in locations on the road network in Gawler such as Murray Street and Adelaide Road operating close to capacity with congestion at peak periods.  The proposed development is expected to generate a total of 31,200 trips per day over a wide area. Of this traffic approximately one third would have destinations within the Town of Gawler including the town centre and various schools such as Trinity College and Gawler High School.  The MASTEM modelling undertaken by DTEI for the Gawler Transport Plan has confirmed the basic assumptions with regard to traffic generation for this assessment. In addition it has also confirmed the need for the Link Road to reduce traffic volumes on Calton Road / Murray Street within the Gawler Town Centre area.  By 2014 to 2017 (depending on rate of development) the traffic demands on Calton Road would such that there is a need to provide the link road to the Gawler to Kersbrook Road initially and ultimately to Potts Road (South east Bypass).  There are a number of improvements to the road network that are required to cater for the future demands. These involve the probable widening of Sunnydale and Cheek Avenues as well as Potts Road, providing a painted median on Calton Road and improvements to a number of junctions. The form and timing of these improvements will need to be discussed with the Town of Gawler, the Barossa Council and Delfin.  A possible alternative to reduce traffic impacts on Sunnydale Avenue is to consider directing the Link Road through to Balmoral Road and Kalbeeba Road (which would require upgrading). This needs to be agreed with the Barossa Council and is considered feasible. The key outcomes of the assessment are:  On the basis of this assessment, Phase 1 of The Gawler East Development could proceed with interim traffic measures (up to 2014 -2017, without the need for the Link Road),  The opportunity exists within Phase 2 of the development to provide an integrated solution for the early provision of the Link Road (South Eastern Connection) by all parties, being land owners, Delfin, Town of Gawler and DTEI, and  The scope of this study does not take into consideration the future development of Concordia (within the UGB) beyond 2021. Not withstanding the ability for Gawler East to proceed ahead of this, detailed analysis with DTEI, Town of Gawler and District Council of Barossa is required to identify appropriate connections and links to reduce traffic demands on the Barossa Valley Way.

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ER IN C N B ST S O H KE T RT E V Y L K 18,970 S L A L ON T I H L Y N T RD E R K S XT C G D SA R C S E D A N T H P T T ED E A S IT U T TO I H H T S T

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E A V T A A E RD

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O B V ST S A G H M U S D

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Figure 5 Development Boundary Arterial Road 0 250 500 750 1,000 m Gawler East Traffic Assessment Phase 1 Major Collector Road TOWN OF GAWLER Page 28 of 37 Full Development Projected Traffic DemandATTACHMENT - 2025 4 SPECIAL COUNCILPh aseMEETING 2 30 JUNE 2015Road ATTACHMENTS UNDER SEPARATE COVER M PA LANCH ST MAIN NORTH RD URRAY RD NTER ST NNCHNC ST

CCH BELLA ST KELLYS RD H

S

KING ST PossibleSTS mid-block T Investigate Investigate

improvementHUTCHINSONHHUTCHHU RD PAXTON ST EDITH ST UTU Junction TC Junction T CHEEK AV (painted median)CCH H

WARREN ST VICTORIAWRIGHT TCE ST POWELL DR Layout FRANKLIN AV LYNDOCH RD BAROSSA VALLEY WY LITTLE PAXTON CT JERNINGHAM ST

ADAM ST HALLAM DR THOMAS TCE UNION ST EUCALYPT DR BRIGHT TCE NIXON TCE QUEEN ST CROWN ST

PORTER ST CHARLES ST BISHOP ST PATERNOSTER RD MARTIN ST LIGHT SQ

COMMERCIAL LA MARY ST COWAN ST PHILLIPS AV CONCORDIA RD SCHOOL LA HURST RD HURST REBBECK CT ANDREWS CT MOORE ST REID ST PEACOCK AV BEASLEY AV ORLEANA SQ FINCH RD STITHIANS DR KEMP ST FINNISS ST DALY ST PATERSON TCE CAMERON ST RUSBY DR JACOB ST POPE CT ATHENS TCE Assess mid-block MATZ CT improvement WINTULICH AV G WHITELAW TCE CONGDONCONCCONGDCOOONN ST Assess mid-block RD DULDIG AV Provide Painted (medium priority) HEMAFORDH GR TOD ST WALTERWAWWALTE GR A MARIONMMARIAR O DR improvement Central MedianLT TET

E (high priority)

HIGH ST

MURRAY ST DIECKMANN DR

SUNNYDALE AV NORMANN CT Investigate MCLEAN RD LAWRENCE AV Improve COCKSHELL DR Investigate CULLEN AV HOLNESS AV Possible Traffic GRAETZ ST Junctions LER BYPASS RD

DUFFIELD ST

MARCHANT CT TURNER ST Signals TREVU AV Roundabout Junction GAW RICHARDS AV SST THORUPPS LA TAYLOR ST BRIGALO ST MYALL ST MELALEUCA DR Layout CALTON RD

MARSH AV EIGHTH ST RICE AV TENTH ST POPHAM AV MULGA ST HAYDON RD PPHAMHAMM A GUM CR

GOSFORD ST

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MARGARET ST BARNET ST FOURTH ST LUNDIE CT FORD LA CROSS LA WARD TCE NINETEENTH ST NOTT ST FIFTH ST ALLWOOD DR TWENTIETH ST PILE ST

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HEINRICHH ST

TWENTYFIRST STADELAIDE RD E ELIZABETH ST HOUGHTON LA N

Junction RIR

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THIRD ST BRAY ST THE TERRACE

FIRST ST

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PARA RD BAGOT CT BRERETON RD ROGERS CT FARROW RD Provide

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BARNETBABBARNE ST

Provision of ARA COLEMAN PDE PIKE WY R ROWE ST KELLY CT Traffic Signals N GREAVES CT RAILWAY CR SELWAY PL MAIN NORTH RD

GAWLER BYPASS RD MORROW AV RAILWAY CR GAWLER-ONE TREE HILL RD Improve road ECKERMAN AV cross-section

ANGLE VALE RD GAWLER BYPASS RD SUNNYSIDE DR OLIPHANT CT DAWSON RD WILTON ST RAU AV BACTON ST POTTS RD BENNETT ST TRIM CR EDWARD CR LONGFORD ST Upgrade

HINDMARSH BVD DYSART RD MILNE CT PALAMOUNTAIN DR GREY CR BOWMAN CT Junction DALY ST KRIEG RD

ST ALBANS RD NEWKREE RD MCDONNELL TCE DAVID ST RUSSELL ST ELGIN AV WILLISON AV

Figure 6 Arterial Road Development Boundary Gawler East Traffic Assessment 0 250 500 750 1,000 m Major Collector Road Phase 1 Full Development Infrastructure Improvements TOWN OF GAWLER Page 29 of 37 ATTACHMENT 4 SPECIAL COUNCILRoad MEETING 30 JUNE 2015 Phase 2 ATTACHMENTS UNDER SEPARATE COVER

POWELL DR BAROSSA VALLEY WY POWELL DR BAROSSAEUCALYPT VALLEY DR WY BRIGHT TCE EUCALYPT DR BRIGHT TCE

PHILLIPS AV CONCORDIA RD

HURST RD HURST PEACOCK AV REBBECK CT FINCH RD STITHIANS DR PHILLIPS AV CONCORDIA RD

HURST RD HURST PEACOCK AV REBBECK CT FINCH RD STITHIANS DR MATZ CT

MATZ CT

HEMAFORD GR MARION DR

HEMAFORD GR MARION DR

SUNNYDALE AV BAROSSA VALLEY WY NORMAN CT MCLEAN RD

COCKSHELL DR

SUNNYDALE AV CULLEN AV HOLNESS AV NORMAN CT MCLEAN RD

COCKSHELL DR

CULLEN AV HOLNESS AV MELALEUCA DR CALTON RD POPHAM AV CALTON RD

KALEEBA RD

QUARTON ST BALMORAL RD

CORK RD

BALMORAL RD

Phase 1

Road link - option A Road link - option B

Figure 7 Gawler East Traffic Assessment 0 250 500 750 1,000 m TOWN OF GAWLER Page 30 of 37 ATTACHMENT 4 SPECIAL COUNCIL MEETING 30 JUNE 2015 Optional Road LinksATTACHMENTS to Barossa UNDER SEPARATE Valley COVER Way

Appendix A Possible Structure Plan for Phase 1

TOWN OF GAWLER Page 31 of 37 ATTACHMENT 4 SPECIAL COUNCIL MEETING 30 JUNE 2015 ATTACHMENTS UNDER SEPARATE COVER

TOWN OF GAWLER Page 32 of 37 ATTACHMENT 4 SPECIAL COUNCIL MEETING 30 JUNE 2015 ATTACHMENTS UNDER SEPARATE COVER

Appendix B Traffic Model

TOWN OF GAWLER Page 33 of 37 ATTACHMENT 4 SPECIAL COUNCIL MEETING 30 JUNE 2015 ATTACHMENTS UNDER SEPARATE COVER Traffic model

Total number of dwellings Stage 1 2750 Total trips = 27500 Stage 2 1500 15000 Assumptions Trips per dwelling (external) 8 Note 20% internal trips as have shopping and school

Destinations

It is expected that if Concordia is developed then there will be sufficient demands with this development to extend the rail line to service both developments. On this basis it is assumed that current piblic transport use can be extropolated to Gawler East - 5% of external trips to the rail

east (Barossa) 15% 3300 Gawler township 30% 6600 To Salisbury Munno Para 23% 5060 South of Salisbury 27% 5940 To Rail Station 5% 1100 Barossa Valley Way 10% 2200 via Calton Road 16% 3520 Main North Rd via Calton Rd 7% 1540 Main North Rd via Calton Rd 6% 1320 Via Sunnydale Ave 2% 440 Sunnydale Av 8% 1760 Cheek Av 2% 440 Via Barossa Valley W 6% 1320 Nexy via Barossa Valley Way 7% 1540 Nexy via Barossa Valley Way 6% 1320 Via Cheek Ave 3% 660 Balmoral Road 5% 1100 Sunnydale Av 2% 440 Sunnydale Av 3% 660 Sunnydale Av 2% 440 Cheek Av 5% 1100 Cheek Av 4% 880 Cheek Av 5% 1100 via link road 8% 1760 to town centre 3% 660 Main North Rd via link road 9% 1980 Nexy via link rd to 12th St 5% 1100 to schools 5% 1100 Consequently Total traffic for Stage 1 Main North Rd via link road 10% 2200 Traffic Existing Volume 2019 total Growth Rate 1% Generated 2007 2019 Volume Nexy diversion 5000 1 Balmoral Rd 1100 3000 3380 4480 Calton Road 0 2 east of Sunnydale 1000 3500 3944 4944 3 west of Sunnydale 4598 4500 5071 9669 4 east of Cheek 10560 4500 5071 15631 5 west of Cheek 6380 5800 6536 12916 6 east of Murray 6028 7700 8677 14705 7 Barossa Valley Way - east 2200 5000 5634 7834 Barossa Valley Way - west 0 8 west of Sunnydale 1980 5000 5634 7614 9 east of Cheek 1980 6200 6986 8966 10 west of Cheek 4180 7300 8226 12406 11 East of Murray St 4532 11100 12508 17040 Link Road 0 12 north of Potts 000 0 13 between one tree hill rds 0 1400 1578 1578 14 east of One tree Hill Rd 7040 0 0 7040 15 east of Connector 12540 0 0 12540 16 between connectors 13750 0 0 13750 17 south of Calton 10175 0 0 10175 18 Sunnydale Av 3740 380 428 4168 19 Cheek Av 4180 2050 2310 6490 20 Main North Rd (north) 2860 14300 16114 18974 Murray St 0 21 north of BVW 4079 15300 17240 21319 22 south of BVW 1333 16700 18818 20151 23 south of Calton 3740 22400 25241 28981 24 Walker Place 1408 1200 1352 2760 25 Bridge St 2860 27400 25875 28735 Adelaide Road 0 26 south of 12th 2860 21900 19677 22537 27 south of fifth 2860 21000 18663 21523 28 south of sherriffs 8140 21000 18663 26803 29 south of Potts 8140 20800 18438 26578 30 12 Street 1100 6000 6761 7861 31 Seventh St 1760 1100 1240 3000 32 One tree hill rd north of link road 1760 1400 1578 3338 33 First/second/hill Street 0 3200 3606 3606 34 Fifth Street 0 800 901 901 35 Potts Road 5280 2100 2366 7646 36 Main North Rd south of Tiver 7040 34300 28650 35690 TOWN OF GAWLER Page 34 of 37 ATTACHMENT 4 stage 1 SPECIAL COUNCIL MEETING 30 JUNE 2015 ATTACHMENTS UNDER SEPARATE COVER Traffic model

Total number of dwellings Stage 1 1465 Total trips = 14650 Stage 2 1500 15000 Assumptions Trips per dwelling (external) 8 Note 20% internal trips as have shopping and school

Destinations

It is expected that if Concordia is developed then there will be sufficient demands with this development to extend the rail line to service both developments. On this basis it is assumed that current piblic transport use can be extropolated to Gawler East - 5% of external trips to the rail

east (Barossa) 15% 1758 Gawler township 35% 4102 To Salisbury Munno Para 23% 2695.6 South of Salisbury 27% 3164.4 To Rail Station 0% 0 Barossa Valley Way 10% 1172 via Calton Road 25% 2930 Main North Rd via Calton Rd 15% 1758 Main North Rd via Calton Rd 12% 1406.4 Via Sunnydale Ave 0% 0 Sunnydale Av 8% 937.6 Cheek Av 2% 234.4 Via Barossa Valley W 10% 1172 Nexy via Barossa Valley Way 8% 937.6 Nexy via Barossa Valley Way 7% 820.4 Via Cheek Ave 0% 0 Balmoral Road 5% 586 Sunnydale Av 3% 351.6 Sunnydale Av 2% 234.4 Sunnydale Av 2% 234.4 Cheek Av 7% 820.4 Cheek Av 6% 703.2 Cheek Av 5% 586 via link road 0% 0 to town centre 0% 0 Main North Rd via link road 0% 0 Nexy via calton to 12th St 8% 937.6 to schools 7% 820.4 Consequently Total traffic for Stage 1 Main North Rd via link road 0% 0 Traffic Existing Volume 2014 total Growth Rate 1% Generated 2007 2014 Volume Nexy diversion 5000 1 Balmoral Rd 586 3000 3216 3802 Calton Road 2 east of Sunnydale 1000 3500 3752 4752 3 west of Sunnydale 2871 4500 4825 7696 4 east of Cheek 10196 4500 4825 15021 5 west of Cheek 7852 5800 6218 14071 6 east of Murray 7559 7700 8255 15815 7 Barossa Valley Way - east 1172 5000 5361 6533 Barossa Valley Way - west 8 west of Sunnydale 1055 5000 5361 6415 9 east of Cheek 1055 6200 6647 7702 10 west of Cheek 2930 7300 7827 10757 11 East of Murray St 3223 11100 11901 15124 Link Road 12 north of Potts 000 0 13 between one tree hill rds 0 1400 1501 1501 14 east of One tree Hill Rd 000 0 15 east of Connector 2930 0 0 2930 16 between connectors 7325 0 0 7325 17 south of Calton 5421 0 0 5421 18 Sunnydale Av 1758 380 407 2165 19 Cheek Av 2344 2050 2198 4542 20 Main North Rd (north) 1758 14300 15332 17090 Murray St 21 north of BVW 2901 15300 16404 19304 22 south of BVW 1055 16700 17905 18959 23 south of Calton 5655 22400 24016 29671 24 Walker Place 1172 1200 1287 2459 25 Bridge St 4922 27400 24377 29299 Adelaide Road 26 south of 12th 3985 21900 18480 22465 27 south of fifth 3985 21000 17515 21500 28 south of sherriffs 3985 21000 17515 21500 29 south of Potts 3985 20800 17300 21285 30 12 Street 938 6000 6433 7370 31 Seventh St 0 1100 1179 1179 32 One tree hill rd north of link road 0 1400 1501 1501 33 First/second/hill Street 0 3200 3431 3431 34 Fifth Street 0 800 858 858 35 Potts Road 0 2100 2251 2251 36 Main North Rd south of Tiver 3164 34300 26774 29939 stage 1 50% no rail or link rd TOWN OF GAWLER Page 35 of 37 ATTACHMENT 4 SPECIAL COUNCIL MEETING 30 JUNE 2015 ATTACHMENTS UNDER SEPARATE COVER Traffic model

Total number of dwellings Stage 1 1465 Total trips = 14650 Stage 2 1500 15000 Assumptions Trips per dwelling (external) 8 Note 20% internal trips as have shopping and school

Destinations

It is expected that if Concordia is developed then there will be sufficient demands with this development to extend the rail line to service both developments. On this basis it is assumed that current piblic transport use can be extropolated to Gawler East - 5% of external trips to the rail

east (Barossa) 15% 1758 Gawler township 30% 3516 To Salisbury Munno Para 23% 2695.6 South of Salisbury 27% 3164.4 To Rail Station 5% 586 Barossa Valley Way 10% 1172 via Calton Road 15% 1758 Main North Rd via Calton Rd 8% 937.6 Main North Rd via Calton Rd 5% 586 Via Sunnydale Ave 2% 234.4 Sunnydale Av 8% 937.6 Cheek Av 2% 234.4 Via Barossa Valley W 8% 937.6 Nexy via Barossa Valley Way 6% 703.2 Nexy via Barossa Valley Way 7% 820.4 Via Cheek Ave 3% 351.6 Balmoral Road 5% 586 Sunnydale Av 2% 234.4 Sunnydale Av 2% 234.4 Sunnydale Av 2% 234.4 Cheek Av 6% 703.2 Cheek Av 4% 468.8 Cheek Av 5% 586 via link road 7% 820.4 to town centre 2% 234.4 Main North Rd via link road 9% 1054.8 Nexy via link rd to 12th St 6% 703.2 to schools 5% 586 Consequently Total traffic for Stage 1 Main North Rd via link road 9% 1054.8 Traffic Existing Volume 2014 total Growth Rate 1% Generated 2007 2014 Volume Nexy diversion 5000 1 Balmoral Rd 586 3000 3216 3802 Calton Road 2 east of Sunnydale 1000 3500 3752 4752 3 west of Sunnydale 2637 4500 4825 7462 4 east of Cheek 5626 4500 4825 10450 5 west of Cheek 3282 5800 6218 9500 6 east of Murray 3106 7700 8255 11361 7 Barossa Valley Way - east 1172 5000 5361 6533 Barossa Valley Way - west 8 west of Sunnydale 938 5000 5361 6298 9 east of Cheek 938 6200 6647 7585 10 west of Cheek 2461 7300 7827 10288 11 East of Murray St 2637 11100 11901 14538 Link Road 12 north of Potts 000 0 13 between one tree hill rds 0 1400 1501 1501 14 east of One tree Hill Rd 3633 0 0 3633 15 east of Connector 6563 0 0 6563 16 between connectors 7325 0 0 7325 17 south of Calton 5303 0 0 5303 18 Sunnydale Av 1875 380 407 2283 19 Cheek Av 2344 2050 2198 4542 20 Main North Rd (north) 1524 14300 15332 16855 Murray St 21 north of BVW 2373 15300 16404 18777 22 south of BVW 703 16700 17905 18608 23 south of Calton 1963 22400 24016 25979 24 Walker Place 703 1200 1287 1990 25 Bridge St 1524 27400 24377 25900 Adelaide Road 26 south of 12th 1524 21900 18480 20003 27 south of fifth 1524 21000 17515 19038 28 south of sherriffs 4219 21000 17515 21734 29 south of Potts 4219 20800 17300 21520 30 12 Street 703 6000 6433 7136 31 Seventh St 938 1100 1179 2117 32 One tree hill rd north of link road 938 1400 1501 2439 33 First/second/hill Street 0 3200 3431 3431 34 Fifth Street 0 800 858 858 35 Potts Road 2695.6 2100 2251 4947 36 Main North Rd south of Tiver 3633 34300 26774 30407 stage 1 50% complete TOWN OF GAWLER Page 36 of 37 ATTACHMENT 4 SPECIAL COUNCIL MEETING 30 JUNE 2015 ATTACHMENTS UNDER SEPARATE COVER

Total number oStage 1 2700 Phasing for Stage 2 2014 30% Stage 2 1200 2019 80% Assumptions 2025 100%

Trips per dwelling (extern 8 Note 20% internal trips as have shopping and school Note 10% travel to shop school in Stage 1

Destinations

east (Barossa) 15% 1440 Gawler township 35% 3360 To Salisbury Munno Para 20% 1920 South of Salisbury 30% 2880 Barossa Valley Way 10% 960 via Calton Road 10% 960 Main North Rd via Potts Rd 15% 1440 Main North Rd via Calto 5% 480 Sunnydale Av 10% 960 via One tree hill rd 10% 960 Nexy via One tree hill / 12th 5% 480 Nexy via link rd to 12th S10% 960 Balmoral Road 5% 480 via Main north rd via Potts 15% 1440 Main North Rd via link ro 15% 1440 to trinity 7% 672 to gawler 8% 768 Consequently Total traffic for Stage 2 Proposed Volume 2025 2019 2014 1 Balmoral Rd 480 384 144 From Stage 1 it is assumed that traffic using Link Road would transfer to extended link Road for Stage 2. Calton Road 2 east of Sunnydale 0 0 0 via link road 0 10% 0 1760 3 west of Sunnydale 0 0 0 to town centre 0 3% 660 4 east of Cheek 1440 1152 432 to schools 0 7% 1100 to Potts Road 5 west of Cheek 1440 1152 432 6 east of Murray 1440 1152 432 Main North Rd via link road 0 10% 0 1980 to Potts Road 7 Barossa Valley Way - east 960 768 288 Barossa Valley Way - west Nexy via link rd to 12th St 0 10% 0 1100 8 west of Sunnydale 00 0 9 east of Cheek 0 0 0 Main North Rd via link road 0 10% 0 2200 to Potts Road 10 west of Cheek 00 0 11 East of Murray St 0 0 0 Internal trips 1 1500 Link Road 12 north of Potts 5420 4336 1626 Link Road Through traffic expect 20% max from Barossa valley Way 13ween one tree hill rds 11804 9443 3541 2014 5361 1072 14ast of Ontree Hill Rd 9774 7819 2932 2019 5634 1127 15 east of Connector 4136 3309 1241 2025 5981 1196 16 between connectors 3536 2829 1061 17 south of Calton 2156 1725 647 18 Sunnydale Av 2156 1725 647 19 Cheek Av 0 0 0 20 Main North Rd (north) 0 0 0 Murray St 21 north of BVW 00 0 22 south of BVW 240 192 72 23 south of Calton 720 576 216 24 Walker Place 480 384 144 25 Bridge St 480 384 144 Adelaide Road 26 south of 12th 480 384 144 27 south of fifth 480 384 144 28 south of sherriffs 480 384 144 29 south of Potts 4128 3302 1238 30 12 Street 1440 1152 432 31 Seventh St 2400 1920 720 32 One tree hill rd north of link road 2400 1920 720 33 First/second/hill Street 0 0 0 34 Fifth Street 0 0 0 35 Potts Road 6616 5293 1985 36 Main North Rd south of Tiver 3360 2688 1008

stage 2 TOWN OF GAWLER Page 37 of 37 ATTACHMENT 4 SPECIAL COUNCIL MEETING 30 JUNE 2015 ATTACHMENTS UNDER SEPARATE COVER