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Traffic Engineering Assessment

Bulleen Precinct Plan

Prepared for Department of Environment, Land, Water and Planning (DELWP)

Traffic Engineering Assessment Bulleen Precinct Plan

G26509R-01C

Traffic Engineering Assessment

Bulleen Precinct Plan

Document Control

Issue No. Type Date Prepared By Approved By

A Draft 12/04/2019 B. Hodges W. de Waard

B Final 8/05/2019 B. Hodges W. de Waard

C Final 10/05/2019 B. Hodges W. de Waard

Traffix Template Version 1.2 – March, 2019

Our Reference: G26509R-01C

COPYRIGHT: The ideas and material contained in this document are the property of Traffix Group (Traffix Group Pty Ltd – ABN 32 100 481 570). Use or copying of this document in whole or in part without the written permission of Traffix Group constitutes an infringement of copyright.

LIMITATION: This report has been prepared on behalf of and for the exclusive use of Traffix Group’s client, and is subject to and issued in connection with the provisions of the agreement between Traffix Group and its client. Traffix Group accepts no liability or responsibility whatsoever for or in respect of any use of or reliance upon this report by any third party.


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Executive Summary Traffix Group has been engaged by DELWP to prepare a traffic engineering assessment of the Bulleen Precinct Plan. The Bulleen Precinct Plan seeks to ensure long term protection of the Yarra River and manage development along the Yarra River Corridor. The Bulleen Precinct Plan identifies a number of potential development sites including:

• Former Bulleen Drive-In: Open space and recreation

• Bulleen Golf Driving Range: Open space and recreation

• Henderson Seeds: Open space and recreation

• Yarra Valley Country Club (YVCC): Residential Development and new cultural space (southern extents) and Open space & recreation (northern extents).

• Heide Museum of Modern Art (MoMA): Increased floor space.

This traffic engineering assessment has focused on the vehicle access arrangement and carparking requirements of these sites, with the key findings as follows:

Vehicle Access:

• Traffic generation for the development sites has been based on ‘low yield’ and ‘high yield’ scenarios, which result in peak weekend generation of 1,071vph in the ‘low yield’ scenario and 1,721vph in the ‘high yield’ scenario.

• Traffic volumes on Templestowe Road through the Bulleen Precinct are approximately 18,600-20,7000 vehicles per day, with future 2036 volumes expected to rise to 25,000-32,000 vehicles per day. Given that the typical threshold for duplication is 20,000vpd, the duplication of Templestowe Road is warranted and should be pursed.

• Vehicle access for the development sites has been reviewed in three (3) precincts as follows:

o Western Templestowe Road: The Henderson Seeds site could cater for a significant sporting facility generating high traffic volumes. On this basis, new traffic signals are recommended to service the site. The potential for improved access to Birrarung Park has also been identified with a realignment of the access road to form a fourth leg of the Templestowe Road / Sheahans Road traffic signals.

o Eastern Templestowe Road: The eastern section of Templestowe Road includes a number of new and existing uses. It is proposed to provide an internal ‘loop’ road to service the various uses with new traffic signals at the western end and an unsignalised intersection (left in / right in / left out) at the western end.

o Bulleen Road / Greenaway Street: Access to the Bulleen Drive-In site will be significantly impacted by the North East Link project. Whilst the North East Link designs have not considered access to this site, the most likely outcome will be the construction of a new access road to create a fourth leg of the Bulleen Road / Golden Way traffic signals.

• Capacity analysis has been undertaken utilising SIDRA for the proposed access scheme development. Utilising conservative assumptions (the ‘high yield’ scenario for the development sites and the upper end of the predicted 2036 Templestowe Road traffic volumes) intersection layouts have been developed to generally cater for the potential development.


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Carparking:

• Heidi MoMA / Cultural Space: Clause 52.06 of the Planning Scheme does specify parking rates for an ‘Art Gallery’ or ‘Exhibition Space’ use. On this basis, parking is to the satisfaction of the Responsible Authority. For the purposes of this high-level assessment the parking provision for the expanded Heidi and new cultural space have been estimated by on linear interpolation of the existing parking supply. On this basis, an additional 48 spaces are to be provided for Heidi and 144 spaces for the new cultural space.

• Sporting Uses: The parking demands for sporting uses are highly variable depending on the sports scheduling and the level/grade of competition. On this basis, a range of parking demands has been developed as follows:

o ‘Low Yield’ Scenario: Bulleen Drive-In Site – 45-135 spaces, Bulleen Golf Driving Range – 90-270 spaces, Henderson Seeds – 180-510 spaces.

o ‘High Yield’ Scenario: Bulleen Drive-In Site – 90-270 spaces, Bulleen Golf Driving Range – 120-470 spaces, Henderson Seeds – 360-1,020 spaces.


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Table of Contents 1 Introduction ........................................................................................................................ 1

2 Bulleen Precinct Plan ........................................................................................................... 1

3 Background Information ...................................................................................................... 2

3.1 North East Link Project.................................................................................................................. 2

3.1.1 Manningham Road Interchange ................................................................................................... 2

3.1.2 Traffic Volume Modelling .............................................................................................................. 3

3.2 Yarra Valley Country Club Redevelopment (9-15 Templestowe Road) ........................................ 4

3.3 Public Acquisition Overlays (PAO) ................................................................................................. 5

4 Existing Conditions .............................................................................................................. 6

4.1 Land Use ........................................................................................................................................ 6

4.2 Road Network ............................................................................................................................... 6

4.3 Vehicle Access – Potential Developments Sites ............................................................................ 9

4.4 Existing Traffic Volumes ................................................................................................................ 9

4.5 Existing Parking Demands ........................................................................................................... 10

5 Traffic Engineering Assessment ......................................................................................... 12

5.1 Bulleen Precinct – Future Development ..................................................................................... 12

5.2 Traffic Generation ....................................................................................................................... 12

5.2.1 Heidi Precinct / Cultural Space.................................................................................................... 12

5.2.2 Residential Dwellings .................................................................................................................. 13

5.2.3 Sports Grounds ........................................................................................................................... 13

5.2.4 Traffic Generation Summary ....................................................................................................... 13

5.3 Vehicle Access and Capacity ....................................................................................................... 14

5.3.1 Templestowe Road Capacity ....................................................................................................... 14

5.3.2 Vehicle Access ............................................................................................................................. 15

5.3.3 Traffic Distribution ...................................................................................................................... 21

5.3.4 Intersection Capacity / Layout Requirements ............................................................................ 22

5.4 Carparking Requirements ........................................................................................................... 25

5.4.1 Heidi / Cultural Space .................................................................................................................. 25

5.4.2 Sporting Uses .............................................................................................................................. 26

5.4.3 Shared Use of Car Parking Resources ......................................................................................... 27

6 Conclusions ....................................................................................................................... 28


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List of Figures Figure 1: Bulleen Precinct Plan – Future Development Opportunities .................................................. 1

Figure 2: North-East Link – Manningham Road Interchange – Reference Design ................................. 2

Figure 3: North-East Link – Manningham Road Interchange – Alternative Design ................................ 3

Figure 4: North-East Link – Changes in Daily Volumes 2036 ‘With’ & ‘Without’ North East Link .......... 4

Figure 5: North-East Link – Daily Traffic Volumes 2036 (With North East Link) .................................... 4

Figure 6: YVCC Proposal – Vehicle Access Arrangements to Templestowe Road .................................. 5

Figure 7: Templestowe Road PAO – Elizabeth Street to Bridge Street ................................................... 5

Figure 8: Land Use Zoning ....................................................................................................................... 6

Figure 9: Templestowe Road - View West .............................................................................................. 7

Figure 10: Templestowe Road - View East .............................................................................................. 7

Figure 11: Bridge Street - View West ...................................................................................................... 7

Figure 12: Templestowe Road - View East .............................................................................................. 7

Figure 13: Bulleen Road - View South ..................................................................................................... 8

Figure 14: Bulleen Road - View North ..................................................................................................... 8

Figure 15: Manningham Road – View East .............................................................................................. 8

Figure 16: Manningham Road - View West ............................................................................................. 8

Figure 17: Intersection Survey Locations .............................................................................................. 10

Figure 18: Parking Survey Locations ...................................................................................................... 11

Figure 19: Vehicle Access Review Areas ................................................................................................ 16

Figure 20: Eastern Templestowe Road – Proposed Vehicle Access Arrangements .............................. 17

Figure 21: Western Templestowe Road – Existing and Proposed Land Use ......................................... 18

Figure 22: Western Templestowe Road – Recommended Access Arrangements ................................ 19

Figure 23: North-East Link Reference Design – Impact on Access to Drive-In Site ............................... 20

Figure 24: North-East Link Alternative Design – Impact on Access to Drive-In Site ............................. 20

Figure 25: Drive-In Site – Recommended Vehicle Access ..................................................................... 21

Figure 26: Predicted 2036 PM Peak Traffic Volumes ............................................................................ 22

Figure 27: Predicted 2036 Weekend Peak Traffic Volumes .................................................................. 22

Figure 28: Intersection Layout - Henderson Seeds / Templestowe Road ............................................. 23

Figure 29: Intersection Layout – Western Templestowe Road ............................................................. 24


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List of Tables Table 1: North East Link – Traffic Volume Modelling ............................................................................. 3

Table 2: Potential Development Sites – Existing Vehicle Access............................................................ 9

Table 3: Parking Survey Results ............................................................................................................. 11

Table 4: Adopted Indicative Yield Scenarios – Development Sites ...................................................... 12

Table 5: Traffic Generation Rates – Weekend Sporting Competition .................................................. 13

Table 6: Traffic Generation – Development Sites ................................................................................ 14

Table 7: Templestowe Road – Weekday Traffic Volumes .................................................................... 15

Table 8: Henderson Seeds Development / Templestowe Road – SIDRA Summary .............................. 23

Table 9: Heide/Residential Development (West Access) / Templestowe Road – SIDRA Summary ...... 24

Table 10: Heide/Residential Development (East Access) / Templestowe Road – SIDRA Summary ..... 25

Table 11: Heidi / Cultural Space - Recommended Car Parking Division ................................................ 26

Table 12: Sporting Activity Parking Demands ....................................................................................... 26

Table 13: Sporting Development - Car Parking Demands ..................................................................... 27

List of Appendices Appendix A Draft Bulleen Precinct Plan

Appendix B Existing Peak Hour Traffic Volumes

Appendix C Traffic Generation and Distribution

Appendix D SIDRA Results


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1 Introduction

Traffix Group has been engaged by Department of Environment, Land, Water and Planning (DELWP) to prepare a traffic engineering assessment for the Bulleen Precinct Plan.

This report reviews the likely transport impacts associated with the development of the Bulleen Precinct Plan and develops a transport network to service the proposed uses.

2 Bulleen Precinct Plan

The Bulleen Precinct Plan seeks to establish a framework for the future use and development of the land along the Yarra River. The plan seeks to ensure long term protection of the Yarra River and manage development along the Yarra River Corridor. The precinct extends along the Yarra River from the Bolin Bolin Billabong in the south to Birrarung Park/Henderson Seeds site in the north-east.

The Precinct Plan identifies a number of opportunities for future development, including:

• Former Bulleen Drive-In: Open space & recreation

• Bulleen Golf Driving Range: Open space & recreation

• Henderson Seeds: Open space & recreation

• Yarra Valley Country Club (YVCC): Residential development and new cultural space (southern extents) and open space & recreation (northern extents).

• Heide Museum of Modern Art (MoMA): Increased floor space.

A summary of development sites within the Bulleen Precinct Plan are shown in Figure 1 below.

Reproduced with permission of Melway Publishing Pty Ltd

Figure 1: Bulleen Precinct Plan – Future Development Opportunities

Former Drive-In – Open Space & Recreation

Heidi MoMA – Expansion & New Gallery

Yarra Valley Country Club – Residential / Open Space & Recreation

Golf Driving Range – Open Space & Recreation

Henderson Seeds – Open Space & Recreation


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A copy of the draft Bulleen Precinct Plan is provided at Appendix A.

3 Background Information

3.1 North East Link Project

The North East link project involves the design and construction of a new freeway to link the M80 Ring Road in Greensborough with the Eastern Freeway in Bulleen. A summary of the key components relevant to Bulleen Precinct are presented in the sections below.

3.1.1 Manningham Road Interchange

The southern section of the North-East Link is proposed to be provided in a tunnel from the Eastern Freeway to Lower Plenty Road, with an interchange provided at Manningham Road within the Bulleen Precinct area.

The North East Link EES has identified two (2) design options for the Manningham Road interchange known as the ‘Reference Design’ and ‘Alternative Design’ as shown in Figure 2 and Figure 3 below. A summary of the key features that impact on the Bulleen Precinct Area are discussed below:

• Both designs include an on-ramp for southbound vehicles that commences on Manningham Road east of the Yarra River and then extending under Bridge Street and Manningham Road.

• Both designs convert the Manningham Road / Bridge Street traffic signals to cross-intersection, although movements from the North East Link cannot travel north to Bridge Street.

• The commercial properties south of Manningham Road and west of Bulleen Road are shown for acquisition. This will result in significant changes to the local road network in this region.

• Signalisation of the Bridge Street / Templestowe Road intersection.

Figure 2: North-East Link – Manningham Road Interchange – Reference Design


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Figure 3: North-East Link – Manningham Road Interchange – Alternative Design

3.1.2 Traffic Volume Modelling

Traffic volume modelling has been undertaken by the North-East Link Authority to determine the likely changes in traffic volumes for the road network surrounding the project. The modelling was undertaken for the 2036 horizon year both ‘with’ and ‘without’ the North East Link project.

In general, traffic volumes for the arterial road network within the Bulleen Precinct are predicted increase to the 2036 horizon year. The North East Link is predicted to result in general reductions in the local road network, as detailed in Table 1 below.

Table 1: North East Link – Traffic Volume Modelling

Road Section 2036 Daily Volume – With North East Link

Change versus 2036 No North East Link

Templestowe Road Near Birrarung Park 25,000 – 32,000 -3,100

Bulleen Road Eastern Freeway to Manningham Rd 44,000 – 58,000 +1,400

Manningham Road Bulleen Rd to Thompsons Rd 28,000 – 35,000 -7,400

Figure 4 below shows the expected 2036 traffic volume changes on the arterial road network (with and without North East Link), whilst Figure 5 shows the 2036 post construction daily traffic volumes.


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Figure 4: North-East Link – Changes in Daily Volumes 2036 ‘With’ & ‘Without’ North East Link

Figure 5: North-East Link – Daily Traffic Volumes 2036 (With North East Link)

3.2 Yarra Valley Country Club Redevelopment (9-15 Templestowe Road)

A Planning Application has been lodged with Manningham City Council for the redevelopment of the Yarra Valley Country Club site at 9-15 Templestowe Road, Bulleen.

The proposal is for the development of 216 residential dwellings on the southern portion of the site, with the northern portion of the site (along the Yarra River) to be transferred to state government ownership for use for recreation.

The proposal includes an internal ‘loop’ road to access the proposed residential dwellings. The western access to Templestowe Road is proposed to be signalised, while the east access to Templestowe Road


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proposed to operate as an unsignalised left in / left out arrangement. The proposed layout has been designed to match the existing Templestowe Road cross-section.

A copy of the proposed access arrangements to Templestowe Road are provided in Figure 6 below.

Figure 6: YVCC Proposal – Vehicle Access Arrangements to Templestowe Road

3.3 Public Acquisition Overlays (PAO)

A number of Public Acquisition Overlays (PAO) apply within the Bulleen Precinct. In relation to the transport items, a PAO applies to Templestowe Road (between Thompsons Road and Bridge Street) and Bridge Street (between Manningham Road and Templestowe Road).

These PAOs are in place to facilitate future road widening, in the case of Templestowe Road the PAO would allow for a 32m road reservation which would allow for a future road duplication.

The PAO on Templestowe Road is predominantly along the north side of the road, however, in the section from Elizabeth Street to Bridge Road, the PAO applies to the properties on the south/east side of the road. A summary of the PAO in this region is shown in Figure 7 below.

Figure 7: Templestowe Road PAO – Elizabeth Street to Bridge Street


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4 Existing Conditions

4.1 Land Use

Land Use within the Bulleen Precinct is predominantly public use which is zoned as ‘Public Park and Recreation Zone’ or ‘Public Conservation and Resource Zone’. These areas include Banksia Park, Birrarung Park and Bolin Bolin Billabong (Yarra Flats).

The other key land uses within the precinct are as follows:

• Heidi Museum of Modern Art – Public Park and Recreation Zone.

• Yarra Valley Country Club – Special Use Zone.

• Sonoco Site – Industrial Zone.

• Bulleen Golf Driving Range – Rural Conservation Zone.

• Henderson Seeds (Leased by Parks Victoria) – Public Park and Recreation Zone.

A number of flood zonings apply to the low-lying land in the vicinity of the Yarra River.

The land outside of the Bulleen Precinct study area is typically residential, with some industrial properties located in the vicinity of the Bulleen Road / Manningham Road intersection.

A copy of the land use zoning map for the area is provided in Figure 7 below.

Figure 8: Land Use Zoning

4.2 Road Network

Templestowe Road is a VicRoads declared Arterial Road generally aligned in an east-west direction between Manningham Road in the west to Thompsons Road in the east.

Within the study area, Templestowe Road provides for an undivided single carriageway that typically provides one (1) traffic lane in each direction with unsealed shoulders. Templestowe Road includes


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sealed shoulders and some kerbing in the southern sections (in the vicinity of Heidi) and a service road on the south side in the vicinity of Rosemont Drive.

A posted speed limit of 70km/h applies to Templestowe Road east of Roberts Street and 60km/h west of Roberts Street.

Photographs of Templestowe Road are presented in Figure 9 and Figure 10.

Figure 9: Templestowe Road - View West Figure 10: Templestowe Road - View East

Bridge Street is a VicRoads declared Arterial Road aligned in an east-west direction which extends from Manningham Road in the west to Templestowe Road in the east.

Within the study area, Bridge Street provides for an 8.4m wide carriageway that incorporates a single traffic lane in each direction. A posted speed limit of 60km/h applies to Bridge Street.

Photographs of Bridge Street are presented in Figure 11 and Figure 12.

Figure 11: Bridge Street - View West Figure 12: Templestowe Road - View East

Bulleen Road is a VicRoads declared Arterial Road aligned in a north-south direction that extends from Manningham Road in the north to Doncaster Road in the south.

Within the study area, Bulleen Road has a divided carriageway (19m) that typically provides two (2) traffic lane in each direction separated by a grassed median.

A posted speed limit of 60km/h applies to Bulleen Road in the study area.

Bullen Road carries approximately 39,000-50,000 vehicles per day south of Manningham Road.

Photographs of Bulleen Road are presented in Figure 13 and Figure 14.


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Figure 13: Bulleen Road - View South Figure 14: Bulleen Road - View North

Manningham Road is a VicRoads declared Arterial Road generally aligned in an east-west direction which extends from Banksia Street in the west to Williamstown Road in the south-east.

Within the study area, Manningham Road has a 20m wide carriageway that typically provides three (3) traffic lanes in each direction separated by a grassed median.

A posted speed limit of 70km/h applies to Manningham Road in the study area.

Manningham Road carries 26,000-34,000 vehicles per day east of Bulleen Road.

Photographs of Manningham Road are presented in Figure 15 and Figure 16.

Figure 15: Manningham Road – View East Figure 16: Manningham Road - View West


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4.3 Vehicle Access – Potential Developments Sites

Varying existing vehicle access arrangements are provided to the potential development sites within the Bulleen Precinct. Table 2 below details the existing access arrangements for each site.

Table 2: Potential Development Sites – Existing Vehicle Access

Site Access Road Control Movements Turn Lanes

Bulleen Drive In Greenaway St Unsignalised All movements No

Heidi MoMA

South (shared with Banksia Park)

Templestowe Rd Unsignalised All movements Right turn lane

North Templestowe Rd Unsignalised All movements Sealed shoulder serves left turn

deceleration YVCC

South Templestowe Rd Unsignalised All movements

North Templestowe Rd Unsignalised All movements No

Sonoco South Templestowe Rd Unsignalised All movements No

North Templestowe Rd Unsignalised All movements No

Golf Driving Range Templestowe Rd Unsignalised All movements Right turn lane

Henderson Seeds Templestowe Rd Unsignalised All movements No

4.4 Existing Traffic Volumes

Intersection turning movement counts were conducted across 12 sites within the study area as shown in Figure 17. The intersections were surveyed on the following days / times:

• Saturday, 30th March 2019: 11:00am and 2:00pm, and

• Tuesday, 2nd April 2019: 7:00am and 9:00am and 3:00pm and 6:00pm.

The results of the surveys indicated that the peak hours for the 12 sites combined were:

• Weekday AM Peak - 7:30-8:30am.

• Weekday PM Peak - 4:45pm-5:45pm.

• Saturday Peak - 12:00pm-1:00pm.

A summary of the traffic volumes for the three (3) peak hours are provided in Appendix B.


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Source: Melways

Figure 17: Intersection Survey Locations

4.5 Existing Parking Demands

Spot carparking occupancy surveys were undertaken for the potential development sites with existing operating uses as follows:

• Heide Museum of Modern Art (MoMA): Upper carpark, lower carpark,

• Banksia Park: All on-site carparks, and

• Yarra Valley Country Club Carpark (YVCC).

The spot surveys were undertaken at 10am on Saturday, 30th March 2019 and 2pm on Wednesday 3rd April 2019.

Figure 17 below shows the various carparking areas surveyed.


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Source: Nearmap

Figure 18: Parking Survey Locations

The results of the parking surveys are shown in Table 3 below.

Table 3: Parking Survey Results

Location Capacity Occupancy

Saturday, 10am Wednesday, 2pm

Yarra Valley Country Club 173 46 (27% occupied) 44 (25% occupied)

Banksia Park 138 13 (9% occupied) 15 (11% occupied)

Heide MoMA

Upper Carpark 40 26 (65% occupied) 36 (90% occupied)

Lower Carpark 56 28 (50% occupied) 44 (79% occupied)

TOTAL 96 54 (56% occupied) 80 (83% occupied)

The results indicate that the carparks in Banksia Park and Yarra Valley Country Club experience low occupancy levels during the survey times whilst the Heide MoMA experiences moderate-high levels of car parking occupancy during the weekday.

Legend:

Banksia Park

Heide MoMA Upper Carpark

Heide MoMA Lower Carpark

YVCC Carpark


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5 Traffic Engineering Assessment

5.1 Bulleen Precinct – Future Development

The Bulleen Precinct Plan identifies a range of potential development sites within the study area. Whilst the exact size and scope for these sites is yet to be determined, we have development indicative ‘low yield’ and ‘high yield’ scenario for each site based on the indicative areas and land use for each site. Table 4 below summarises the indicative yields for each scenario

Table 4: Adopted Indicative Yield Scenarios – Development Sites

Site Use ‘Low Yield’ Scenario

‘High Yield’ Scenario

Former Bulleen Drive-In Sports Grounds Soccer Pitches 1 2

Heide Museum of Modern Art Expansion of existing Art Gallery 50% increase in floor space

Yarra Valley Country Club Residential 216 216

Cultural Space New Gallery / Exhibition Space Similar to size of Expanded Heide

Bulleen Golf Driving Range Sports Grounds Soccer Pitches 2 2

AFL / Cricket Ovals - 1

Henderson Seeds Sports Grounds

AFL / Cricket Ovals 1 2

Netball Courts 6 12

Soccer Pitches 1 2

Baseball Diamonds 1 1

5.2 Traffic Generation

Based on the indicative yield scenarios, the likely traffic generation for each component is detailed in the sections below. The traffic generation for each use has been established for the AM & PM weekday commuter peak periods, along with the weekend peak period.

5.2.1 Heidi Precinct / Cultural Space

The traffic generation for the Heidi Precinct has been based on a first principles assessment. Based on visitation numbers provided by Heidi, we understand that annual attendance for 2017 calendar year was approximately 34,000 patrons.

We understand that visitations are typically not dispersed in a linear manner throughout the year or days of the week. On this basis, we have adopted a peak daily visitation of 250 patrons / day. A traffic generation for the existing Heidi precinct was then calculated as follows:

• Number of Parked Vehicles per Day: 100 vehicles (assumes 0.4 patrons per vehicle).

• Number of Vehicle Trips per Day: 200 trips/day (one entry and one exit trip per parked vehicle).

• Number of Peak Hour Trips: 40 trips/hour (20% of daily trips occur in the busiest hour).


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Peak traffic generation for Heidi is expected to occur on weekends and potentially on weekday evenings. For the purposes of this assessment, we have assumed peak generation on the weekend, no significant generation in the AM weekday commuter peak and 50% of the peak generation occurring during the weekday PM peak.

The 50% increase in the Heidi floorspace will result in an additional 20 trip/hour during the weekend peak, whilst the new cultural space will generate 60 trips/hour during the weekend peak (similar to the size of the expanded Heidi).

5.2.2 Residential Dwellings

The traffic report prepared for the proposed development on the Yarra Valley Country Club site identified a traffic generation rate of 0.4-0.6 trips/dwelling in each commuter peak hour.

For the purpose of this assessment we have conservatively adopted 0.6 trips/dwelling in the commuter peak hours and 0.4 trips/dwelling for the weekend peak.

5.2.3 Sports Grounds

Traffix Group has previously undertaken traffic generation surveys of a range of sporting uses including netball, basketball and soccer.

These surveys identify peak traffic generation rates for weekend competition, however, the data is generally sourced from sites with low numbers of sporting fields (to allow for easy identification of generation rates). Sporting facilities with higher numbers of court and multiple different sports typically results in lower peak generation, as there is a low likelihood that all the sports peaking at the same time. For the purposes of this assessment, we have included a 30% reduction factor on the generation for the larger sites with multiple sporting uses.

A summary of the adopted traffic generation rates for the weekend sports competition are presented in Table 5 below.

Table 5: Traffic Generation Rates – Weekend Sporting Competition

Sport Basic Traffic Generation Rates Reduced Rates – 30% Reduction for Large Sites / Multiple Uses

Soccer & AFL 175 trips/field/hour 123 trips/field/hour

Netball 50 trips/court/hour 35 trips/field/hour

Baseball 40 trips/diamond/hour 28 trips/diamond/hour

For the weekday PM peak, the drop off phase for sports training is expected to be occurring. For the purposes of this assessment we have adopted 40% of the peak competition rate for the PM peak.

No traffic generation is expected during the weekday AM commuter peak period.

5.2.4 Traffic Generation Summary

A summary of the expected traffic generation for the key development sites within the Bulleen Precinct are presented in Table 6 below.


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Table 6: Traffic Generation – Development Sites

Site Use / Size

Traffic Generation

AM Weekday

Peak

PM Weekday

Peak

Weekend Peak

‘Low Yield’ Scenario

Former Bulleen Drive-In 1 x Soccer Pitch - 70 175

Heide MoMA 50% increase of existing Art Gallery - 10 20

Yarra Valley Country Club 216 Dwellings 130 130 86

Cultural Space - Similar to size of Expanded Heide - 30 60

Bulleen Golf Driving Range 2 x Soccer Pitch - 98 246

Henderson Seeds

1 x AFL / Cricket Oval - 49 123

6 x Netball Courts - 84 210

1 x Soccer Pitch - 49 123

1 x Baseball Diamond - 11 28

TOTAL 130 531 1,071


Former Bulleen Drive-In 2 x Soccer Pitches - 98 246

Heide Museum of Modern Art 50% increase of existing Art Gallery - 10 20

Yarra Valley Country Club 216 Dwellings 130 130 86

Cultural Space - Similar to size of Expanded Heide - 30 60

Bulleen Golf Driving Range 2 x Soccer Pitches - 98 246


Henderson Seeds


12 x Netball Courts - 168 420

2 x Soccer Pitches - 98 246

1 x Baseball Diamond - 11 28

TOTAL 130 792 1,721

5.3 Vehicle Access and Capacity

5.3.1 Templestowe Road Capacity

The existing daily traffic volumes on Templestowe Road have been estimated based on the peak hour traffic volumes and the peak hour ratio calculated from SCATS data at the Templestowe Road / Sheahans Road traffic signals.


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Table 7 presents the existing Templestowe Road traffic volumes along with the predicted future traffic volumes provided by the North East Link Authority.

Table 7: Templestowe Road – Weekday Traffic Volumes

Location AM Peak PM Peak Daily Volume

Existing Volume

West of Sheahans Road 1,516 1,596 18,600*

North of Bridge Street 1,680 1,778 20,700*

Future Volumes (North East Link Authority)

Bridge Street to Thompsons Road 2,000-2,560* 2,000-2,560* 25,000-32,000 * Volumes estimated based on the peak hour ratio calculated from SCASTS data at the Templestowe Road / Sheahans Road traffic signals.

A typically accepted daily capacity of two-lane / two-way road is approximately 20,000 vehicles per day. The existing traffic volume on Templestowe Road at this level currently and the future traffic volumes predicted by the North-East Link Authority are well beyond this level.

The AustRoads Guide to Traffic Management: Part 3 identifies peak period mid-block capacities for urban arterial road of up to 1,200 to 1,400 pc/h/lane on an approach. The existing traffic volumes in the peak flow direction are as follows:

• North of Bridge Street – 1,225-1,238vph

• West of Sheahans Road – 1,118-1,179vph

In view of the above, the existing volumes are within the range of peak hour mid-block capacity outlined in the AustRoads Guide. Adopting a similar peak hour directional split as existing conditions, the predicted future peak hour volumes on Templestowe Road will be well beyond the peak hour capacity.

In view of the above, Templestowe Road is currently carrying traffic volumes that would justify a duplication and the predicted future volumes on Templestowe Road would require a duplication. On this basis, for the long-term planning of the Bulleen Precinct we have assumed that a duplication will proceed on Templestowe Road.

5.3.2 Vehicle Access

Given the dispersed nature of the potential development sites study area, we have reviewed the potential vehicle access arrangements across three (3) broad areas as follows:

• Eastern Templestowe Road (Henderson Seeds and Birrarung Park).

• Western Templestowe Road (Heidi, YVCC, Golf Driving Range).

• Bulleen Road / Greenaway Street (Drive-In Site).

A summary of the three (3) vehicle access review areas are provided in Figure 19 below.


G26509R-01C Page 16

Figure 19: Vehicle Access Review Areas

Eastern Templestowe Road:

Existing vehicle access to the Bulleen Precinct, on the northern side of Templestowe Road, is limited to unsignalised intersections to Birrarung Park and Henderson Seeds.

Birrarung Park is proposed to be retained into the future, with the potential development of a large sporting precinct on the Henderson Seeds site.

As discussed previously, Templestowe Road will require duplication into the future as a result of increasing traffic volumes. Vehicle access for duplicated arterial roads is generally limited to traffic signals for higher volume access points and left in / left out for lower volume access points.

The Henderson Seeds site is expected to generate up to 940vph during the peak weekend period. On this basis, traffic signals are clearly required to support the development of the sporting facilities. The Henderson Seeds site is broadly located in the middle of the existing traffic signals at Sheahans Road and Thompsons Road. On this basis, traffic signals could be broadly located at any point along the site frontage whilst maintaining sufficient off-set from the adjacent signals.

On the south side of the road adjacent to the Henderson Seeds site, a service road provides access to the residential properties. However, a number of local road intersections with Templestowe Road are located along the frontage. Traffic signals for the Henderson Seeds site could either align with a local road to form a cross-intersection or be located between the local street intersections to form a T-intersection. For the purposes of this assessment, we have shown the traffic signals located between Swanston Street and Rose Avenue. The vehicle movements at these local street intersections may have to be restricted (i.e. left in / left out), which would be likely to occur in any event with the duplication of Templestowe Road.

Birrarung Park is proposed to continue operation into the future. Whilst the traffic volumes generated by Birrarung Park are generally modest, there is an opportunity for the access to be realigned to the Sheahan Road traffic signals, resulting a in cross-intersection. This will provide improved accessibility

Western Templestowe Road

Eastern Templestowe Road

Bulleen Road / Greenaway Street


G26509R-01C Page 17

for the park users, particularly in high flow periods on Templestowe Road. Furthermore, this approach also rationalises the vehicle access points along Templestowe Road.

There is the potential to provide a vehicle linkage between Birrarung Park and the Henderson Seeds site. Whilst there would be some benefits for this linkage (potential overflow parking for carnival style events at the sports grounds), it is not critical to the overall vehicle access scheme.

A summary of the recommended access arrangements for eastern Templestowe Road are provided in Figure 20 below.

Source: Nearmap

Figure 20: Eastern Templestowe Road – Proposed Vehicle Access Arrangements

Western Templestowe Road:

The western section of Templestowe Road includes a number of existing and proposed land uses in close proximity. Under the existing conditions the existing sites are serviced by separate unsignalised access points. Given that a duplication of Templestowe Road will be likely, we have explored vehicle access along this section with a view to consolidating access and providing a connective network.

Our initial investigation reviewed the broad intersection spacing along the length. As part of the North East Link project the intersection of Bridge Street / Templestowe Road will be signalised, which results in a length of approximately 1,100m to the existing traffic signals at Sheahans Road. On this basis, typical intersection spacing would suggest that an additional traffic signal site could be incorporated to service the land use in the Bulleen Precinct.

Figure 21 below shows the existing land uses for the western section of Templestowe Road.

Traffic Signals to Service Henderson Seeds Site

Realign Birrarung Park Access to Signals

Potential Link Between Henderson Seeds Site and Birrarung Park


G26509R-01C Page 18

Source: Nearmap

Figure 21: Western Templestowe Road – Existing Land Use

As presented previously in Section 3.2, the current proposal for the YVCC site seeks to introduce traffic signals to the west of Roberts Street and a left in / left out only access to the east of Helene Street. These access points would form a loop through the Country Club site, servicing the proposed residential development. We also note that there no current proposals for redevelopment the existing Sonoco Site (Industrial) site and therefore the existing vehicle access arrangements to this site must be maintained in the interim period.

We generally agree with this broad approach to provide an internal loop road and a signalised and unsignalised access. However, the main limitation with the current YVCC proposal is that the layout only services the proposed residential development and doesn’t service the other key uses in the precinct. On this basis, it is recommended that the proposal is modified to allow for improved vehicle access outcomes for the other uses in the area.

In terms of the proposed signalised intersection location, we agree that the general location selected is preferable for the land use outcomes proposed. Specifically, we note that there is a desire for the new Cultural Space and the existing Heidi MoMA to be well integrated. Therefore, maintaining the current signal location (at the eastern boundary of the YVCC site) would avoid the separation of these uses by the internal loop road.

At the eastern end, the location of the unsignalised access point could be located along a broad length of the frontage. We understand that the Golf Driving Range site only has a limited area for potential development at the south-west boundary (due to flood levels). On this basis, it would be desirable for the location of the eastern access to be east of the developable area. We recommend that this access also allows for right turn in movements, to improve accessibility from the east for the land uses at the eastern end of the precinct.

A summary of the recommended access arrangements for the western Templestowe Road and presented in Figure 22 below.

Golf Driving Range YVCC

Sonoco

Banksia Park / Open Space

Heidi


G26509R-01C Page 19

Source: Nearmap

Figure 22: Western Templestowe Road – Recommended Access Arrangements

Banksia Park / Existing Heidi Carparking:

The vehicle access arrangements for the western end of Templestowe Road result in the existing Banksia Park / Heidi access being retained, but isolated from a vehicle access perspective from the other uses in the area.

With the duplication of the Templestowe Road and the signalisation of Bridge Street, the Banksia Park / Heidi access will be reconfigured to left in / left out. This will result in trips approaching from the east and departing to the west having to perform U-turns at the Bridge Street intersection and the new proposed signals west of Roberts Street.

It would be desirable to provide alternative access for Bankia Park via Bridge Street or Manningham Road. However, the current proposals for the North East Link result in the southbound on-ramp forming a large trench along the Banksia Park frontage to Manningham Road and Bridge Street. It would be unlikely that a bridge would be provided over this ramp to facilitate access to the park. Furthermore, the Bridge Street / Manningham Road is proposed to be realigned to east, resulting in a loss of frontage for Banksia Park to Bridge Street. On this basis, we are of the view that vehicle access for Banksia Park / Heidi is unlikely to Manningham Road or Bridge Street.

Bulleen Road / Greenaway Street:

As outlined previously in Section 3.1.1, the North East Link project will result in significant changes to the area surrounding the Manningham Road interchange.

In the area south of Manningham Road and west of Bulleen Road, the project proposes the acquisition of all the existing commercial properties to facilitate the on and off ramps for the freeway. The position of the freeway ramps results in the former Drive-In site reducing in size and losing access to the local road network as shown in Figure 23 and Figure 24 below.

Traffic Signals

Left In / Right In / Left Out

Golf Driving Range YVCC

Sonoco

Banksia Park / Open Space

Heidi

Potential Cultural Space


G26509R-01C Page 20

In view of the above, we would expect that vehicle access over the freeway access ramps (i.e. bridges) to be unlikely, resulting in access to the Drive-In site being limited to Bulleen Road to the south of the proposed freeway access ramps.

Figure 23: North-East Link Reference Design – Impact on Access to Drive-In Site

Figure 24: North-East Link Alternative Design – Impact on Access to Drive-In Site


G26509R-01C Page 21

In both the reference design and the alternative design, the freeway ramps (on and off ramps for the reference design and just the off ramp for the alternative design) will form a signalised intersection at Bulleen Road. The initial plans suggest that this intersection will be combined with the existing signalised intersection at Golden Way (forming one large signalised intersection). The North East Link plans don’t consider or resolve vehicle access to the Drive-In site.

The most likely access arrangement will see a new access road provided from the Drive-In site to form a new fourth leg at the existing traffic signals at Bulleen Road / Golden Way. This approach would require further development of the combined traffic signal layout proposed by North East Link, most likely requiring the layout to operate as two linked signals rather than one combined signal site (i.e. includes stop lines and a central storage area). A summary of this arrangement is shown in Figure 25 below.

Figure 25: Drive-In Site – Recommended Vehicle Access

5.3.3 Traffic Distribution

The predicted traffic generation for the potential development sites has been distributed based on the access arrangements developed in Section 5.3.2 above.

For the purposes of this assessment, we have adopted a conservative traffic volume data set as follows:

• Potential Development Site Generation: The traffic volumes for the ‘high yield’ scenarios on each potential development site have been adopted. The volumes have been distributed to Templestowe Road based on 50%/50% east/west split for the non-residential uses. A traffic distributed more weighted to westbound trips has been adopted for the residential use (YVCC).

• Templestowe Road Volumes: The traffic volumes adopted for Templestowe Road are the 2036 volumes predicted by the North East Link Authority. We have conservatively adopted the upper end of their range (32,000 vpd). The peak hour volumes were developed from a review of the peak hour ratio and directional splits observed at the existing Templestowe Road / Sheahans Road intersection.


G26509R-01C Page 22

A full summary of the adopted traffic generation and distribution is provided at Appendix B, whilst a summary of the PM peak and weekend peak traffic volumes are provided in Figure 26 and Figure 27 below.

Figure 26: Predicted 2036 PM Peak Traffic Volumes

Figure 27: Predicted 2036 Weekend Peak Traffic Volumes

5.3.4 Intersection Capacity / Layout Requirements

SIDRA Intersection 8.0 has been used to model the proposed vehicle access arrangements discussed in Section 5.3.2. The SIDRA software package provides several key indicators to measure intersection performance including:

• Degree of saturation (DOS) - which is a ratio of the traffic volume over the capacity for a particular movement or approach to an intersection.

• Average delay (in seconds) - A measure of the average time delay that a vehicle experiences as a result of the intersection’s operation.

• 95th %ile queue length (in metres) - Which is defined as the length at or below which traffic queues 95% percent of the time. That is, a further 5% of the time, traffic queues extend past that length.

The following sections highlight the key inputs and findings from the SIDRA modelling.

Eastern Templestowe Road:

A SIDRA assessment was undertaken for the proposed access arrangements at the Henderson Seeds Development Site. The following key inputs have been used for analysis:

• The duplicated layout of Templestowe Road has been assumed to incorporate two (2) through traffic lanes in each direction separated by a central median.

• The broad intersection layout adopted includes a single left and right turn lanes into the site from Templestowe Road. For the movements out of the site, we have included double right turn lanes, with a separate left turn slip lane. A summary of the adopted intersection layout as shown in Figure 28 below.

Western Access Eastern Access Henerson Seeds Access

76 19 36 75 75113

36 113929

42

43 66

22712271 2271

929929

Western Access Eastern Access Henerson Seeds Access

134 33 101 235 235235

64 235

33 101

1361

1199 11991199

701361 1361


G26509R-01C Page 23

• A standard three (3) phase signal arrangement has been adopted for the intersection.

• The signal phase times have been optimised by SIDRA to minimise average delay.

Figure 28: Intersection Layout - Henderson Seeds / Templestowe Road

Table 8 below provides a brief summary of the SIDRA results for the access to the Henderson Seeds Development site for the PM and weekend peak periods.

Table 8: Henderson Seeds Development / Templestowe Road – SIDRA Summary

Approach

PM Peak Saturday Peak

DOS Average Delay (s)

95th %ile Queue Length



North Approach: Development Site

Left 0.19 41 31 0.29 13 27

Right 0.27 73 18 0.67 37 27

East Approach: Templestowe Road

Through 0.31 3 53 0.54 5 74

Right 0.90 89 65 0.80 37 56

West Approach: Templestowe Road

Left 0.08 8 9 0.31 18 34

Through 0.91 21 514 0.77 18 127

Total 0.91 19 514 0.80 15 127


G26509R-01C Page 24

The SIDRA results indicate that the intersection broadly operates within capacity at the 2036 horizon year. We note that the above analysis is based on the ‘high yield’ scenario and therefore represents the upper limit of intersection operation.

The key movements in both peak periods relate the eastbound through movement on Templestowe Road and the right turn movement from east to north (into the site). These two movements are opposing and therefore improving one movement results in deterioration in the other movements.

Western Templestowe Road:

The following inputs were utilised for the SIDRA analysis of the western Templestowe Road access points:

• The adopted layout for the signalised and unsignalised layouts are shown in Figure 32 below.

• The traffic signals incorporate a single left and right turn lane into the site. For the movements out of the development area, a single left turn and right turn lane have been adopted.

• The proposed left in / right in / left out intersection includes both left and right turn deceleration lanes.

• Standard three (3) phase arrangement has been adopted for the T-intersection.

• Signal phase timings have been optimised by SIDRA to minimise average delay.

Figure 29: Intersection Layout – Western Templestowe Road

Table 9 and Table 10 below provides a summary of the SIDRA results for the western and eastern accesses to the Heide MoMA and YVCC site for the PM and weekend peak periods.

Table 9: Heide/Residential Development (West Access) / Templestowe Road – SIDRA Summary

Approach







Left 0.06 49 7 0.06 22 5

Right 0.52 65 33 0.76 39 32


G26509R-01C Page 25

Approach







Through 0.36 7 78 0.76 15 133

Right 0.48 70 19 0.4 35 15


Left 0.03 7 3 0.04 14 4

Through 0.89 19 438 0.67 12 103

Total 0.89 18 438 0.76 15 133

Table 10: Heide/Residential Development (East Access) / Templestowe Road – SIDRA Summary

Approach







Left 0.14 21 3 0.23 12 4


Through 0.26 0 0 0.38 0 0

Right 0.5 68 9 0.30 23 7


Left 0.04 6 0 0.06 6 0

Through 0.63 0 0 0.33 0 0

Total 0.63 1 16 0.38 1 7

The results indicate that the intersection broadly operates within capacity with moderate delays along Templestowe Road during the peak hours.

5.4 Carparking Requirements

5.4.1 Heidi / Cultural Space

Clause 73.03 of the Planning Scheme defines ‘Art Gallery’ as included within ‘Exhibition Centre’. Clause 52.06 sets out statutory car parking provision for various land uses, however, no rate is specified for an ‘Exhibition Centre’. Clause 52.06 states that where a car parking requirement is not specified, car parking spaces must be provided to the satisfaction of the Responsible Authority.

For the purposes of this assessment, we have assumed that the existing car parking provision for the Heide MoMA generally caters for the existing operation of the site. Therefore, the parking demands have been developed based on factoring the existing parking supply to account for the growth in Heidi.


G26509R-01C Page 26

As mentioned previously, the proposed development at the Heide MoMA is to increase the size of the Heide MoMA by 50%, with an additional cultural space created that is equal in size to the expanded Heide MoMA. The recommended car parking provision for each of these developments is shown in Table 11.

Table 11: Heidi / Cultural Space - Recommended Car Parking Division

Land Use Existing Supply Growth Recommended Car Parking Provision

Heide MoMA 96 spaces 1.5 144 spaces

Proposed New ‘Cultural Space’ - Same size as

expanded Heidi 144 spaces

5.4.2 Sporting Uses

Traffix Group has previously undertaken numerous parking surveys at a variety of sporting grounds within the Greater Melbourne Region.

The parking demands for sports grounds vary considerably based on a number of factors including the sports scheduling (i.e. the overlap of the various sporting games) and the level/grade of the sports use (high grades attract more spectators). Given the high level nature of this assessment, the parking demands have been presented as a range of the possible outcomes as shown in Table 12 below.

Table 12: Sporting Activity Parking Demands

Sporting Activity Parking Demand (per game)

AFL 75-200

Soccer 45-135

Netball 20-45

Baseball 30-40

Cricket 30-40

Based on the above indicative parking rates, the car parking demands for each development scenario involving sporting use has been estimated for both the ‘low yield’ and ‘high yield’ scenarios (discussed previously) as shown in Table 13.


G26509R-01C Page 27

Table 13: Sporting Development - Car Parking Demands

Site Use / Size Car Parking Demands

‘Low Yield’ Scenario

Former Bulleen Drive-In 1 x Soccer Pitch 45-135

Bulleen Golf Driving Range 2 x Soccer Pitch 90-270

Henderson Seeds

1 x AFL / Cricket Oval 30-200

6 x Netball Courts 120-270

1 x Baseball Diamond 30-40

SUBTOTAL 180-510


Former Bulleen Drive-In 2 x Soccer Pitches 90-270

Bulleen Golf Driving Range

2 x Soccer Pitches 90-270


SUBTOTAL 120-470

Henderson Seeds


12 x Netball Courts 240-540

2 x Baseball Diamond 60-80

SUBTOTAL 360-1,020

It is noted that these car parking demands are a conservative assessment of how much car parking each development scenario may require. It is likely that the actual car parking demand could be significantly lower than those established above once details such as scheduling and levels of competition are refined.

5.4.3 Shared Use of Car Parking Resources

We have reviewed the timing of the peak parking demands expected for each of the expected uses as follows:

• Bulleen Drive In – Weekend (sporting competition)

• Banksia Park – Weekends

• Heidi MoMA - Weekends

• Cultural Space - Weekends

• YVCC Residential – Weekday evenings and weekends

• Golf Driving Range – Weekend (sporting competition)

• Henderson Seeds – Weekend (sporting competition)

In view of the above, the vast majority of the uses will see their peak activity occur on a weekend. Therefore, there are limited opportunities for the general ‘sharing’ of parking spaces.


G26509R-01C Page 28

6 Conclusions

Having undertaken a detailed traffic engineering assessment of the Bulleen Precinct Plan, we are of the opinion that:

Vehicle Access:

• Traffic generation for the development sites has been based on ‘low yield’ and ‘high yield’ scenarios, which result in peak weekend generation of 1,071vph in the ‘low yield’ scenario and 1,721vph in the ‘high yield’ scenario.

• Traffic volumes on Templestowe Road through the Bulleen Precinct are approximately 18,600-20,7000 vehicles per day, with future 2036 volumes expected to rise to 25,000-32,000 vehicles per day. Given that the typical threshold for duplication is 20,000, the duplication of Templestowe Road is warranted and should be pursed.

• Vehicle access for the development sites has been reviewed in three (3) precincts as follows:

o Western Templestowe Road: The Henderson Seeds site could cater for a significant sporting facility generating high traffic volumes. On this basis, new traffic signals are recommended to service the site. The potential for improved access to Birrarung Park has also been identified with a realignment of the access road to form a fourth leg of the Templestowe Road / Sheahans Road traffic signals.

o Eastern Templestowe Road: The eastern section of Templestowe Road includes a number of new and existing uses. It is proposed to provide an internal ‘loop’ road to service the various uses with new traffic signals at the western end and an unsignalised intersection (left in / right in / left out) at the western end.

o Bulleen Road / Greenaway Street: Access to the Bulleen Drive-In site will be significantly impacted by the North East Link project. Whilst the North East Link designs have not considered access to this site, the most likely outcome will be the construction of a new access road to create a fourth leg of the Bulleen Road / Golden Way traffic signals.

• Capacity analysis has been undertaken utilising SIDRA for the proposed access scheme development. Utilising conservative assumptions (the ‘high yield’ scenario for the development sites and the upper end of the predicted 2036 Templestowe Road traffic volumes) intersection layouts have been developed to generally cater for the potential development.

Carparking:

• Heidi MoMA / Cultural Space: Clause 52.06 of the Planning Scheme does specify parking rates for an ‘Art Gallery’ or ‘Exhibition Space’ use. On this basis, parking is to the satisfaction of the Responsible Authority. For the purposes of this high-level assessment the parking provision for the expanded Heidi and new cultural space have been estimated by on linear interpolation of the existing parking supply. On this basis, an additional 48 spaces are to be provided for Heidi and 144 spaces for the new cultural space.

• Sporting Uses: The parking demands for sporting uses are highly variable depending on the sports scheduling and the level/grade of competition. On this basis, a range of parking demands has been developed as follows:


G26509R-01C Page 29

o ‘Low Yield’ Scenario: Bulleen Drive-In Site – 45-135 spaces, Bulleen Golf Driving Range – 90-270 spaces, Henderson Seeds – 180-510 spaces.

o ‘High Yield’ Scenario: Bulleen Drive-In Site – 90-270 spaces, Bulleen Golf Driving Range – 120-470 spaces, Henderson Seeds – 360-1,020 spaces.


G26509R-01C

Appendix A Draft Bulleen Precinct Plan

Kilometres

0 0.5

YARRA RIVER BULLEEN PRECINCT PLAN MAP 5A: ENVIRONMENT & CONNECTIONS

HEIDELBERG ACTIVITY CENTRE

199-209 & 211-219TEMPLESTOWE RD

BULLEEN GOLF DRIVING RANGE SITE

YARRA VALLEYCOUNTRY CLUB SITE

BULLEEN INDUSTRIALPRECINCT

165 TEMPLESTOWERD (CROWN LAND

UNDER LEASE)

BOLIN-BOLINBILLABONG

GREENERYNURSERY SITE

FORMER BULLEENDRIVE-IN SITE

HEIDE MUSEUMOF MODERN ART

SONOCOSITE

Existing

Study Area

Yarra River/billabong/lakes

Parklands

North East Link proposed alignment

North East Link proposed road connections

Key sites

Heidelberg Activity Centre

Main Yarra Trail

Existing walking path

Existing cycling path

North East Link proposed cycling path

Proposed cycling path

Key pedestrian access routes

Improved parkland access (pedestrians)

Signalised intersection

Left in/right in/left out intersection

North East Link proposed walking path

Existing connections

New connections

Birrarung park realignedsignalised access

Road widening/duplication

Proposed traffic circulation

Proposed walking path

Proposed bridge connection


G26509R-01C

Appendix B Existing Peak Hour Traffic

Volumes

0 0 0 02 1 3 1

25 9 2

2 34 47 48

YVCC 0 2 6 450 0 0

6 0 41 1 4

00

5

17 0

HEIDE MoMA

3BANKSIA PARK 0

0

32

32

5

BRIDGE STREET 10

16 9010

5

92 230

39

47

20

10

21 3211

94

BIRR

ARRU

NG PAR

K AC

CESS

DRIVING RAN

GE AC

CESS

SONOCC

O

ROSEMOUNT DRIVE

SHEEHAN

S RO

AD

ROBE

RT STR

EET

1037

391

1232

1461

2221

2278

1014

10681208

315

1155

849

2302

2290378

374 413818

GRE

ENAW

AY STR

EET

79

83

438

1235

431

1216

1216

ELIZAB

ETH STR

EET

AM PEAK7:30‐8:30 5

3

1110103

396

423

8 1 1 41 4 9 10

67 8

3 60 37 76

YVCC 0 4 11 805 10 3

8 0 112 0 14

04

15

1213 0

HEIDE MoMA

0BANKSIA PARK 7

12

40

832

12

BRIDGE STREET 7

177

23

30 382

11

##

36

19

45 621

01205

6

468

BIRR

ARRU

NG PAR

K AC

CESS

DRIVING RAN

GE AC

CESS

SONOCC

O

1106 1076

776

450487 45

ROBE

RT STR

EET

ROSEMOUNT DRIVE

SHEEHAN

S RO

AD

2320

487

1213

ELIZAB

ETH STR

EET

521

1213

2383770 371 192

390

PM PEAK16:45‐17:45 65

148

398

GRE

ENAW

AY STR

EET

1133 368

1014

973

1706

2376

1609744

142159

2161

12 9 0 80 0 4 2

43 3

3 10 35 61

YVCC 0 7 3 873 6 4

4 0 113 1 9

05

6

12 1

HEIDE MoMA

6BANKSIA PARK 2

6

816

714

17

BRIDGE STREET 12

86

14

29 261

7

##

16

35

23 118

37

BIRR

ARRU

NG PAR

K AC

CESS

DRIVING RAN

GE AC

CESS

SONOCC

O

582 540

444

610 543661 64

ROBE

RT STR

EET

ROSEMOUNT DRIVE

SHEEHAN

S RO

AD

SAT PEAK12:00‐13:00 0 53

6141

491 201

510

2036

661

617

ELIZAB

ETH STR

EET

649

627

481987

226

2006446

1438

2002

1050940

160

GRE

ENAW

AY STR

EET

1062 216

902

1211


G26509R-01C

Appendix C Traffic Generation and

Distribution

G26509 - Bulleen Precint PlanLow Yield Scenario

AM PM WeekendBulleen Drive In Soccer 1 Pitch 0.0 Negligible traffic generation 70.0 40% of weekend peak 175 trips/field/hour 0 70 175Heide Museum of Modern Art Gallery / Exhibition 0.5 50% additional floor space 0.0 Negligible traffic generation 20.0 50% of weekend peak 40 *First Principles ‐ see below 0 10 20Cultural Space Gallery / Exhibition 1.5 Double existing Heidi floor space 0.0 Negligible traffic generation 20.0 50% of weekend peak 40 *First Principles ‐ see below 0 30 60YVCC Dwellings 216 Dwellings 0.6 trips/dwelling/hour 0.6 trips/dwelling/hour 0.4 trips/dwelling/hour 130 130 86

Soccer 2 Pitch 0.0 Negligible traffic generation 49.2 40% of weekend peak 123 trips/field/hour 0 98 246AFL / Cricket Oval 0 Ovals 0.0 Negligible traffic generation 49.2 40% of weekend peak 123 trips/field/hour (soccer rate adopted) 0 0 0AFL / Cricket Oval 1 Ovals 0.0 Negligible traffic generation 49.2 40% of weekend peak 123 trips/field/hour (soccer rate adopted) 0 49 123

Netball 6 Courts 0.0 Negligible traffic generation 14.0 40% of weekend peak 35 trips/court/hour 0 84 210Soccer 1 Pitch 0.0 Negligible traffic generation 49.2 40% of weekend peak 123 trips/field/hour 0 49 123Baseball 1 Diamond 0.0 Negligible traffic generation 11.2 40% of weekend peak 28 trips/diamond/hour 0 11 28

130 532 1071

*Heidi ‐ Frist Principles Traffic GenerationExisting Heidi Visitation ‐ 250 people / dayEstimated Parking Demand ‐ 100 vehicles / day (0.4 spaces per person)Daily Traffic Generation ‐ 200 trips / day (each vehicle generates an 'In' and 'Out' trip)Maximum 20% of traffic occurs in peak hour ‐ 40 vph

TOTAL

Traffic VolumesSize

Henderson Seeds


Traffic Generation RateAM PM Weekend

UseSite

Prepared by Traffix Group Pty Ltd

G26509 - Bulleen Precint PlanHeigh Yield Scenario

AM PM WeekendBulleen Drive In Soccer 2 pitch 0.0 Negligible traffic generation 49.2 40% of weekend peak 123 trips/field/hour 0 98 246Heide Museum of Modern Art Gallery / Exhibition 0.5 50% additional floor space 0.0 Negligible traffic generation 20.0 50% of weekend peak 40 *First Principles ‐ see below 0 10 20Cultural Space Gallery / Exhibition 1.5 Double existing Heidi floor space 0.0 Negligible traffic generation 20.0 50% of weekend peak 40 *First Principles ‐ see below 0 30 60YVCC Dwellings 216 dwellings 0.6 trips/dwelling/hour 0.6 trips/dwelling/hour 0.4 trips/dwelling/hour 130 130 86

Soccer 2 pitch 0.0 Negligible traffic generation 49.2 40% of weekend peak 123 trips/field/hour 0 98 246AFL / Cricket Oval 1 Ovals 0.0 Negligible traffic generation 49.2 40% of weekend peak 123 trips/field/hour (soccer rate adopted) 0 49 123AFL / Cricket Oval 2 0.0 Negligible traffic generation 49.2 40% of weekend peak 123 trips/field/hour (soccer rate adopted) 0 98 246Netball 12 0.0 Negligible traffic generation 14.0 40% of weekend peak 35 trips/court/hour 0 168 420Soccer 2 pitch 0.0 Negligible traffic generation 49.2 40% of weekend peak 123 trips/field/hour 0 98 246Baseball 1 0.0 Negligible traffic generation 11.2 40% of weekend peak 28 trips/diamond/hour 0 11 28

130 792 1721

*Heidi ‐ Frist Principles Traffic GenerationExisting Heidi Visitation ‐ 250 people / dayEstimated Parking Demand ‐ 100 vehicles / day (0.4 spaces per person)Daily Traffic Generation ‐ 200 trips / day (each vehicle generates an 'In' and 'Out' trip)Maximum 20% of traffic occurs in peak hour ‐ 40 vph

TOTAL

Henderson Seeds


Site Use Size Traffic Generation Rate Traffic VolumesAM PM Weekend


G26509 - Bulleen Precint PlanTemplestowe Rd - Volumes Low Y

Traffic Generation

PM WeekendHeide Museum of Modern Art 10 20Cultural Space 30 60YVCC 130 86Bulleen Golf Driving Range 98 246Henderson Seeds 194 484

462 896

Trip Distribution Directional SplitHeidi Sports Residential Heidi Sports Residential

East 50% 50% 30% IN 50% 60% 60%West 50% 50% 70% OUT 50% 40% 40%East 50% 50% 50% IN 50% 50% 50%West 50% 50% 50% OUT 50% 50% 50%

Western Access Volumes ‐ Low Yield

Left Out Right Out Left In Right In TOTAL Left Out Right Out Left In Right In TOTALHeide Museum of Modern Art 3 3 3 3 10 5 5 5 5 20Cultural Space 8 8 8 8 30 15 15 15 15 60YVCC 9 36 33 14 92 13 22 13 13 60Bulleen Golf Driving Range 0 20 0 0 20 0 62 0 0 62Henderson Seeds 0 0 0 0 0 0 0 0 0 0

19 66 43 24 152 33 103 33 33 202

Eastern Access Volumes ‐ Low Yield

Left Out Left In Right In TOTAL Left Out Left In Right In TOTALHeide Museum of Modern Art 0 0 0 0 0 0 0 0Cultural Space 0 0 0 0 0 0 0 0YVCC 6 22 9 37 9 9 9 26Bulleen Golf Driving Range 20 30 30 79 62 62 62 185Henderson Seeds 0 0 0 0 0 0 0 0

26 51 39 116 70 70 70 210

Henderson Seeds ‐ Low Yield


39 39 58 58 194 121 121 121 121 484

Access Point

Access Point

Access Point

Access Point

Period

PM

Weekend

Weekday PM

Weekday PM Weekend Peak

Weekend Peak


PM

Period

Weekend

Low Yield


G26509 - Bulleen Precint PlanTemplestowe Rd - Volumes High Y

Traffic Generation

PM WeekendHeide Museum of Modern Art 10 20Cultural Space 30 60YVCC 130 86Bulleen Golf Driving Range 148 369Henderson Seeds 376 940

693 1475

Trip Distribution Directional SplitHeidi Sports Residential Heidi Sports Residential

East 50% 50% 30% IN 50% 60% 60%West 50% 50% 70% OUT 50% 40% 40%East 50% 50% 50% IN 50% 50% 50%West 50% 50% 50% OUT 50% 50% 50%

Western Access Volumes ‐ High Yield


19 76 43 42 180 33 134 33 70 270

Eastern Access Volumes ‐ High Yield

Left Out Left In Right In TOTAL Left Out Left In Right In TOTALHeide Museum of Modern Art 0 0 0 0 0 0 0 0Cultural Space 0 0 0 0 0 0 0 0YVCC 6 22 9 37 9 9 9 26Bulleen Golf Driving Range 30 44 27 100 92 92 55 240Henderson Seeds 0 0 0 0 0 0 0 0

36 66 36 138 101 101 64 266

Henderson Seeds ‐ High Yield


75 75 113 113 376 235 235 235 235 940

Access Point

Access Point

Access Point

Access Point




PMPM

WeekendWeekend

High Yield

Period Period


G26509 - Bulleen Precint PlanTemplestowe Road Volumes

Lower UpperNE Link Authority Volume 25000 32000Peak Hour Volume 2500 3200

Existing Directional Splits Eastbound Westbound1213 496 *At YVCC Access71% 29% *At YVCC Access608 690 *At YVCC Access47% 53% *At YVCC Access

Adopted Volume For Analysis Eastbound WestboundPM Commuter 2271 929Weekend Peak 1199 1361 *20% reduction to represent weekend peak

Weekend Peak

PM Commuter


G26509 - Bulleen Precint PlanTMC Diagram

PM Commuter Peak ‐ High Yield

Western Access Eastern Access Henderson Seeds Access

76 19 36 75 75113

36 113929

Weekend Peak ‐ High Yield

Western Access Eastern Access Henderson Seeds Access

134 33 101 235 235235

64 2351361

1199 11991199

701361 1361

929

33 101

92942

43 66

22712271 2271



G26509R-01C

Appendix D SIDRA Results

SITE LAYOUTSite: 101 [Henderson Seeds - Weekday PM]

New SiteSite Category: (None)Signals - Fixed Time Isolated

SIDRA INTERSECTION 8.0 | Copyright © 2000-2019 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFIX GROUP PTY LTD | Created: Friday, 12 April 2019 2:14:42 PMProject: \\Tfxsrv02\group\Synergy\Projects\GRP2\GRP26509\07-Analysis\SIDRA\G26509 SIDRA.sip8

MOVEMENT SUMMARYSite: 101 [Henderson Seeds - Weekday PM]

New SiteSite Category: (None)Signals - Fixed Time Isolated Cycle Time = 140 seconds (Site Practical Cycle Time)

Movement Performance - VehiclesDemand Flows 95% Back of QueueMov

ID Turn Deg.

SatnAverage

Delay Level ofService

Prop. Queued

Effective Stop Rate

Aver. No.Cycles

AverageSpeed Total HV Vehicles Distance

veh/h % v/c sec veh m km/hEast: Templestowe Road5 T1 978 5.0 0.310 2.7 LOS A 7.2 52.5 0.24 0.22 0.24 57.56 R2 119 0.0 0.897 88.5 LOS F 9.2 64.6 1.00 0.97 1.42 17.4Approach 1097 4.5 0.897 12.0 LOS B 9.2 64.6 0.32 0.30 0.37 49.6

North: Sports Facility7 L2 79 0.0 0.185 40.9 LOS D 4.5 31.2 0.82 0.79 0.82 28.39 R2 79 0.0 0.271 73.2 LOS E 2.6 18.4 0.98 0.74 0.98 19.8Approach 158 0.0 0.271 57.1 LOS E 4.5 31.2 0.90 0.76 0.90 23.4

West: Templestowe Road10 L2 119 0.0 0.076 7.5 LOS A 1.3 9.2 0.18 0.62 0.18 47.111 T1 2391 5.0 0.905 20.5 LOS C 70.3 513.5 0.83 0.82 0.87 44.9Approach 2509 4.8 0.905 19.9 LOS B 70.3 513.5 0.80 0.81 0.84 45.0

All Vehicles 3764 4.5 0.905 19.1 LOS B 70.3 513.5 0.67 0.66 0.70 45.1

Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab).Vehicle movement LOS values are based on average delay per movement.Intersection and Approach LOS values are based on average delay for all vehicle movements.SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D).HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.

Movement Performance - PedestriansAverage Back of QueueMov

ID DescriptionDemand

Flow Average


Prop. Queued

Effective Stop RatePedestrian Distance

ped/h sec ped mP21 East Stage 1 53 64.3 LOS F 0.2 0.2 0.96 0.96P22 East Stage 2 53 64.3 LOS F 0.2 0.2 0.96 0.96P3 North Full Crossing 21 64.2 LOS F 0.1 0.1 0.96 0.96

All Pedestrians 126 64.3 LOS F 0.96 0.96

Level of Service (LOS) Method: SIDRA Pedestrian LOS Method (Based on Average Delay)Pedestrian movement LOS values are based on average delay per pedestrian movement.Intersection LOS value for Pedestrians is based on average delay for all pedestrian movements.

SIDRA INTERSECTION 8.0 | Copyright © 2000-2019 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFIX GROUP PTY LTD | Processed: Friday, 12 April 2019 1:04:40 PMProject: \\Tfxsrv02\group\Synergy\Projects\GRP2\GRP26509\07-Analysis\SIDRA\G26509 SIDRA.sip8

PHASING SUMMARYSite: 101 [Henderson Seeds - Weekday PM]


Timings based on settings in the Site Phasing & Timing dialogPhase Times determined by the programPhase Sequence: Leading Right TurnReference Phase: Phase AInput Phase Sequence: A, B, COutput Phase Sequence: A, B, C

Phase Timing Summary

Phase A B CPhase Change Time (sec) 0 17 33Green Time (sec) 11 10 101Phase Time (sec) 17 16 107Phase Split 12% 11% 76%

See the Phase Information section in the Detailed Output report for more detailed informationincluding input values of Yellow Time and All-Red Time, and information on any adjustments toIntergreen Time, Phase Time and Green Time values in cases of Pedestrian Actuation, Phase Actuationand Phase Frequency values (user-specified or implied) less than 100%.

Output Phase Sequence

REF: Reference PhaseVAR: Variable Phase

Normal Movement Permitted/Opposed

Slip/Bypass-Lane Movement Opposed Slip/Bypass-Lane

Stopped Movement Turn On Red

Other Movement Class (MC) Running Undetected Movement

Mixed Running & Stopped MCs Continuous Movement

Other Movement Class (MC) Stopped Phase Transition Applied


SITE LAYOUTSite: 101 [Henderson Seeds - Weekend]



MOVEMENT SUMMARYSite: 101 [Henderson Seeds - Weekend]



ID Turn Deg.

SatnAverage


Prop. Queued

Effective Stop Rate

Aver. No.Cycles


veh/h % v/c sec veh m km/hEast: Templestowe Road5 T1 1433 5.0 0.542 4.7 LOS A 10.1 74.1 0.52 0.47 0.52 55.76 R2 247 0.0 0.799 36.5 LOS D 8.0 56.1 1.00 0.95 1.29 37.0Approach 1680 4.3 0.799 9.4 LOS A 10.1 74.1 0.59 0.54 0.63 51.9

North: Sports Facility7 L2 247 0.0 0.286 12.6 LOS B 3.8 26.9 0.63 0.73 0.63 49.19 R2 247 0.0 0.666 36.9 LOS D 3.9 27.2 1.00 0.84 1.16 36.8Approach 495 0.0 0.666 24.7 LOS C 3.9 27.2 0.81 0.79 0.89 42.1

West: Templestowe Road10 L2 247 0.0 0.307 17.6 LOS B 4.8 33.5 0.69 0.76 0.69 45.511 T1 1262 5.0 0.771 18.3 LOS B 17.3 126.5 0.91 0.87 1.00 46.2Approach 1509 4.2 0.771 18.2 LOS B 17.3 126.5 0.88 0.86 0.95 46.1





Flow Average


Prop. Queued


ped/h sec ped mP21 East Stage 1 53 24.4 LOS C 0.1 0.1 0.90 0.90P22 East Stage 2 53 24.4 LOS C 0.1 0.1 0.90 0.90P3 North Full Crossing 21 24.3 LOS C 0.0 0.0 0.90 0.90

All Pedestrians 126 24.3 LOS C 0.90 0.90



PHASING SUMMARYSite: 101 [Henderson Seeds - Weekend]


Timings based on settings in the Site Phasing & Timing dialogPhase Times determined by the programPhase Sequence: Leading Right TurnReference Phase: Phase AInput Phase Sequence: A, B, COutput Phase Sequence: A, B, C


Phase A B CPhase Change Time (sec) 0 12 28Green Time (sec) 6 10 26Phase Time (sec) 12 16 32Phase Split 20% 27% 53%











SITE LAYOUTSite: 101 [Western Access - Weekday PM]



MOVEMENT SUMMARYSite: 101 [Western Access - Weekday PM]



ID Turn Deg.

SatnAverage


Prop. Queued

Effective Stop Rate

Aver. No.Cycles


veh/h % v/c sec veh m km/hEast: Templestowe Road5 T1 978 5.0 0.361 6.8 LOS A 10.7 78.1 0.41 0.37 0.41 53.96 R2 44 0.0 0.476 69.7 LOS E 2.7 18.9 1.00 0.74 1.00 27.6Approach 1022 4.8 0.476 9.6 LOS A 10.7 78.1 0.44 0.39 0.44 51.8

North: Western Access7 L2 20 0.0 0.059 49.0 LOS D 1.0 6.8 0.86 0.70 0.86 32.79 R2 80 0.0 0.517 65.0 LOS E 4.7 32.9 1.00 0.77 1.00 28.7Approach 100 0.0 0.517 61.8 LOS E 4.7 32.9 0.97 0.76 0.97 29.4

West: Templestowe Road10 L2 45 0.0 0.029 7.0 LOS A 0.4 2.8 0.16 0.61 0.16 52.511 T1 2391 5.0 0.893 19.3 LOS B 60.0 438.3 0.84 0.83 0.89 45.5Approach 2436 4.9 0.893 19.1 LOS B 60.0 438.3 0.83 0.83 0.88 45.7





Flow Average


Prop. Queued


ped/h sec ped mP21 East Stage 1 53 54.3 LOS E 0.2 0.2 0.95 0.95P22 East Stage 2 53 54.3 LOS E 0.2 0.2 0.95 0.95P3 North Full Crossing 53 54.3 LOS E 0.2 0.2 0.95 0.95

All Pedestrians 158 54.3 LOS E 0.95 0.95



PHASING SUMMARYSite: 101 [Western Access - Weekday PM]


Timings based on settings in the Site Phasing & Timing dialogPhase Times determined by the programPhase Sequence: Leading Right TurnReference Phase: Phase BInput Phase Sequence: B, C, DOutput Phase Sequence: B, C, D


Phase B C DPhase Change Time (sec) 0 16 28Green Time (sec) 10 6 86Phase Time (sec) 16 12 92Phase Split 13% 10% 77%











SITE LAYOUTSite: 101 [Western Access - Weekend]



MOVEMENT SUMMARYSite: 101 [Western Access - Weekend]



ID Turn Deg.

SatnAverage


Prop. Queued

Effective Stop Rate

Aver. No.Cycles


veh/h % v/c sec veh m km/hEast: Templestowe Road5 T1 1433 5.0 0.759 14.9 LOS B 18.2 132.9 0.87 0.82 0.92 48.26 R2 74 0.0 0.397 35.0 LOS D 2.2 15.3 0.98 0.75 0.98 37.4Approach 1506 4.8 0.759 15.8 LOS B 18.2 132.9 0.87 0.82 0.93 47.5

North: Western Access7 L2 35 0.0 0.062 21.8 LOS C 0.7 5.1 0.74 0.70 0.74 43.39 R2 141 0.0 0.760 38.5 LOS D 4.6 32.2 1.00 0.90 1.30 36.2Approach 176 0.0 0.760 35.2 LOS D 4.6 32.2 0.95 0.86 1.19 37.4

West: Templestowe Road10 L2 35 0.0 0.037 13.7 LOS B 0.5 3.6 0.53 0.67 0.53 47.911 T1 1262 5.0 0.668 12.3 LOS B 14.1 102.6 0.81 0.72 0.81 49.9Approach 1297 4.9 0.668 12.3 LOS B 14.1 102.6 0.80 0.72 0.80 49.9





Flow Average


Prop. Queued


ped/h sec ped mP21 East Stage 1 53 24.4 LOS C 0.1 0.1 0.90 0.90P22 East Stage 2 53 24.4 LOS C 0.1 0.1 0.90 0.90P3 North Full Crossing 53 24.4 LOS C 0.1 0.1 0.90 0.90

All Pedestrians 158 24.4 LOS C 0.90 0.90



PHASING SUMMARYSite: 101 [Western Access - Weekend]


Timings based on settings in the Site Phasing & Timing dialogPhase Times determined by the programPhase Sequence: Leading Right TurnReference Phase: Phase BInput Phase Sequence: B, C, DOutput Phase Sequence: B, C, D


Phase B C DPhase Change Time (sec) 0 12 24Green Time (sec) 6 6 30Phase Time (sec) 12 12 36Phase Split 20% 20% 60%











SITE LAYOUTSite: 101v [Eastern Access - Weekday PM ]

New SiteSite Category: (None)Stop (Two-Way)


MOVEMENT SUMMARYSite: 101v [Eastern Access - Weekday PM ]



ID Turn Deg.

SatnAverage


Prop. Queued

Effective Stop Rate

Aver. No.Cycles


veh/h % v/c sec veh m km/hEast: Templestowe Road5 T1 978 5.0 0.261 0.0 LOS A 0.0 0.0 0.00 0.00 0.00 59.96 R2 38 0.0 0.500 67.5 LOS F 1.3 9.1 0.97 1.03 1.15 28.0Approach 1016 4.8 0.500 2.5 NA 1.3 9.1 0.04 0.04 0.04 57.5

North: Eastern Access7 L2 38 0.0 0.137 20.9 LOS C 0.5 3.2 0.83 1.00 0.83 44.7Approach 38 0.0 0.137 20.9 LOS C 0.5 3.2 0.83 1.00 0.83 44.7

West: Templestowe Road10 L2 69 0.0 0.037 5.5 LOS A 0.0 0.0 0.00 0.58 0.00 53.611 T1 2391 5.0 0.633 0.1 LOS A 0.0 0.0 0.00 0.00 0.00 59.7Approach 2460 4.9 0.633 0.3 NA 0.0 0.0 0.00 0.02 0.00 59.5

All Vehicles 3514 4.8 0.633 1.2 NA 1.3 9.1 0.02 0.03 0.02 58.7

Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab).Vehicle movement LOS values are based on average delay per movement.Minor Road Approach LOS values are based on average delay for all vehicle movements.NA: Intersection LOS and Major Road Approach LOS values are Not Applicable for two-way sign control since the average delayis not a good LOS measure due to zero delays associated with major road movements.SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D).HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.


SITE LAYOUTSite: 101v [Eastern Access - Weekend]



MOVEMENT SUMMARYSite: 101v [Eastern Access - Weekend]



ID Turn Deg.

SatnAverage


Prop. Queued

Effective Stop Rate

Aver. No.Cycles


veh/h % v/c sec veh m km/hEast: Templestowe Road5 T1 1433 5.0 0.382 0.1 LOS A 0.0 0.0 0.00 0.00 0.00 59.96 R2 67 0.0 0.303 23.0 LOS C 1.0 7.0 0.87 0.98 1.01 42.5Approach 1500 4.8 0.382 1.1 NA 1.0 7.0 0.04 0.04 0.05 58.8

North: Eastern Access7 L2 106 0.0 0.176 12.4 LOS B 0.6 4.4 0.58 1.00 0.58 49.5Approach 106 0.0 0.176 12.4 LOS B 0.6 4.4 0.58 1.00 0.58 49.5

West: Templestowe Road10 L2 106 0.0 0.057 5.5 LOS A 0.0 0.0 0.00 0.58 0.00 53.611 T1 1262 5.0 0.334 0.0 LOS A 0.0 0.0 0.00 0.00 0.00 59.9Approach 1368 4.6 0.334 0.5 NA 0.0 0.0 0.00 0.04 0.00 59.4

All Vehicles 2975 4.5 0.382 1.2 NA 1.0 7.0 0.04 0.08 0.04 58.7

Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab).Vehicle movement LOS values are based on average delay per movement.Minor Road Approach LOS values are based on average delay for all vehicle movements.NA: Intersection LOS and Major Road Approach LOS values are Not Applicable for two-way sign control since the average delayis not a good LOS measure due to zero delays associated with major road movements.SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D).HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.


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