castlemaine cbd parking study

d r a f t

Castlemaine CBD Parking Study

© GTA Consultants (Greg Tucker and Associates Pty Ltd) 2010

The information contained in this document is confidential and intended

solely for the use of the client for the purpose for which it has been

prepared and no representation is made or is to be implied as being made

to any third party. Use or copying of this document in whole or in part

without the written permission of GTA Consultants constitutes an

infringement of copyright. The intellectual property contained in this

document remains the property of GTA Consultants.

Castlemaine CBD Parking Study Client: Mount Alexander Shire Council

Reference: IM14710

GTA Consultants Office: Melbourne

Quality Record

Issue Date Description Prepared By Checked By Approved By A-Dr4 04/06/10 Draft - Revised Ben Simpson Chris Coath

Table of Contents

IM14710 04/06/10 Castlemaine CBD Parking Study, Issue: A-Dr4

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Table of Contents 1. Introduction 1

1.1 Background 1

1.2 Study Area 1

1.3 Scope of this Report 3

1.4 Referenced Documents 3

2. Existing Conditions 4 2.1 Previous Parking Study 4

2.2 Parking Utilisation 4

2.3 Duration of Stay Surveys 14

2.4 Road Network 17

2.5 Landscaping/LATM Treatments 17

3. Parking Strategy 24

3.1 Preamble 24

3.2 Capacity of Parking Supply 24

3.3 Appropriateness of Parking Restrictions 27

3.4 Provision for Special Users 28

3.5 Parking Design Assessment 37

3.6 Parking Opportunities 39

3.7 LATM / Landscaping Treatments 40

4. Other Considerations 47

5. Findings & Recommendations 50

5.1 Capacity of Parking Supply 50

5.2 Appropriateness of Parking Restrictions 50

5.3 Provision for Special Users 50

5.4 Parking Design Assessment 51

5.5 Parking Opportunities 51

5.6 Landscaping Treatments 51

5.7 Other Considerations 51

Appendices

A: Car Parking Inventory and Survey Results

B: Duration of Stay Results

Table of Contents

IM14710 04/06/10 Castlemaine CBD Parking Study, Issue: A-Dr4

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Figures

Figure 1.1: Study area 2

Figure 1.2: Land Zoning Map 2

Figure 2.1: 1996 Andrew O’Brien & Associates Parking Survey Summary 4

Figure 2.2: Car Parking Inventory 7

Figure 2.3: Car Parking Supply by Locality 9

Figure 2.4: Car Parking Supply by Restriction 9

Figure 2.5: Castlemaine CBD Parking Occupancy 10

Figure 2.6: Car Parking Occupancy 11

Figure 2.7: Duration of Stay Survey Areas 14

Figure 2.8: Lyttleton Street Duration of Stay 15

Figure 2.9: Mostyn Street Duration of Stay 16

Figure 3.1: Castlemaine CBD Acceptable Walking Distances 25

Figure 3.2: Disabled Parking Distribution 29

Figure 3.3: Disabled Parking Dimensional Requirements AS2890.5:1993 31

Figure 3.4: Mostyn Street on-street loading 33

Figure 3.5: Templeton Street on-street loading 33

Figure 3.6: Proposed Additional Loading Areas 35

Figure 4.1: Parker Street wide informal parking 47

Figure 4.2: Parker Street wide informal parking 47

Figure 4.3: Barker Street wide parallel parking lane 47

Figure 4.4: Barker Street pedestrian hazard 47

Figure 4.5: Barker / Parker Street proposed treatment 48

Tables

Table 2.1: Castlemaine CBD Parking Inventory Summary 5

Table 2.2: Summary of Peak Public Parking Demand Surveys - 11 February 2010 10

Table 2.3: Existing Landscaping/LATM Treatment Summary 19

Table 2.4: Castlemaine Road & Parking Sample Section Summary 23

Table 3.1: Acceptable Walking Distances (Reproduced from the Victorian Transport Policy Institute) 25

Table 3.2: Castlemaine Road & Parking Sample Section Summary 37

Table 3.3: Landscaping/LATM Treatment Summary 43

Introduction

IM14710 04/06/10 Castlemaine CBD Parking Study Issue: A-Dr4 Page 1

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1. Introduction

1.1 Background

The Castlemaine CBD area has developed over time generally catering for a majority of its car parking

demands on‐street and in more recent times introducing off‐street car parking to cater for the parking

demands generated by new developments. The parking demands of the Castlemaine CBD are generally

catered for within the commercial areas, however in some instances these parking demands overflow into

the adjacent residential areas.

Mount Alexander Shire Council (MASC) wishes to review the existing parking supply in Castlemaine with

specific regard to existing turnover and appropriateness of the various parking restrictions. Specifically,

MASC has engaged GTA Consultants to review the following:

Location, quantum, restriction and appropriateness of Timed Parking Bays

Parking demands and/or turnover of parking within Castlemaine

Location, quantum, types, restrictions of Loading Zones & Disabled Bays

Conformity of existing bays to current standards (i.e. Australian Standards)

Opportunities to reconfigure existing parking bays to maximise available parking

Identify existing landscaping treatments within the nominated areas

Suggest, where applicable, possible landscaping treatments to improve parking and/or safety

within the study area

Suggest, where applicable, possible landscaping treatments to improve the amenity within the

study area.

In addition to the abovementioned items, it is understood that there are several site specific issues that are of

importance to MASC in completing this study, including:

Long term parking overflow from the Train Station at Kennedy Street

Proposed Maddern’s supermarket expansion and additional parking

Proposed Forest Street Development and additional parking.

GTA Consultants was commissioned by MASC in December 2009 to undertake a car parking study of the

Castlemaine CBD.

Car parking studies of the Castlemaine CBD had previously been completed by Andrew O’Brien & Associates

Pty Ltd in January 1997. The report identified existing parking issues and potential treatments to address

these as well as longer term opportunities.

1.2 Study Area

Castlemaine is located approximately 120km northwest of Melbourne off the Calder Highway. The

Castlemaine CBD (study area) is generally bounded by Forest Street to the south, Kennedy Street to the

west, Templeton Street to the north & Urquhart Street to the east. The study area is predominately located

within a Business 1 Zone, however also includes small areas of Public Use and Residential Zones.

The study area and its surrounding environs is shown in Figure 1.1, and the land zoning within the study area

is shown in Figure 1.2.

Introduction


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Figure 1.1: Study area

(Reproduced with Permission from Google Maps)

Figure 1.2: Land Zoning Map

(Reproduced from Land Channel web site)

STUDY AREA

STUDY AREA

Introduction


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1.3 Scope of this Report

This report sets out an assessment of car parking within the Castlemaine CBD including:

i existing parking conditions

ii existing parking LATM & landscaping treatments

iii Development of a parking strategy to efficiently utilise the existing parking areas and suggest

potential improvements

1.4 Referenced Documents

In preparing this report, reference has been made to a number of background documents, including:

Mount Alexander Shire Planning Scheme

Australian Standard for Parking Facilities, Part 5: On‐Street Car Parking AS 2890.5–1993

Andrew O’Brien & Associates Parking Report, ‘Castlemaine Town Centre Parking Study’, dated

January 1997

various technical data as referenced in this report

an inspection of the site and its surrounds

other documents as nominated.

Existing Conditions


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2. Existing Conditions

2.1 Previous Parking Study

Andrew O’Brien & Associates was commissioned by the Mount Alexander Shire Council to undertake a

parking study of the Castlemaine Town Centre in 1996. The study area was bounded by Templeton Street,

Kennedy Street, Forest Street and Urquhart Street.

The study identified a total of 1178 on and off‐street parking spaces. The parking occupancy surveys

completed in November 1996 are summarised below in Figure 2.1 (excluding missing data during the

10:00am period).

Figure 2.1: 1996 Andrew O’Brien & Associates Parking Survey Summary

730 730

0

200

400

600

800

1000

1200

1400

9am 11am 12pm 1pm 2pm 3pm 4pm

Number of Spaces

1996 Castlemaine Parking Supply & Demand

supply

demand

The survey results indicate a peak parking demand of 730 spaces (61% occupancy rate) with a minimum of

448 vacant spaces during both 11:00am & 1:00pm.

2.2 Parking Utilisation

2.2.1 Parking Supply

GTA Consultants compiled an inventory of publicly available on‐street and off‐street car parking within the

study area. The inventory identified a total of 1492 spaces including 1139 on‐street spaces (including

501 spaces that are unrestricted during business hours) and 353 off‐street car parking spaces.

Table 2.1 summaries the number of on and off‐street car parking spaces and their time restrictions within the

study area.

Existing Conditions


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Table 2.1: Castlemaine CBD Parking Inventory Summary

Area Restrictions Supply [1]

(No. of spaces)

11:00am

On-Street Parking

≤ 1P 349

1P - 2P 191

P / Unrestricted 517

Disabled Only (various) 14

Loading Zone (various) 22

No Parking (various) 8

No Standing (various) 29

Bus Zone 4

Taxi Zone 5

Sub Total 1139 spaces

Off-Street Parking

≤ 1P 4

1P - 2P 86

P / Unrestricted 224

Disabled Only (various) 13

No Standing (various) 16

Bus Zone 2

Private (various) 8

Sub Total 353 spaces

TOTAL 1492 spaces

[1] Supply of parking at time of peak parking demand occurring at 11:00am

Figure 2.2 illustrates the location of various car parking locations and associated restrictions within the study

area. The full inventory is presented in Appendix A of this report.

Figure 2.3 & Figure 2.4further illustrate the distribution of parking spaces across the study area together with

various restrictions.

This page has deliberately been left blank.

Existing Conditions


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Figure 2.2: Car Parking Inventory

Unrestricted

P 5min

P 10min

P 15min

1/2h P

1P

1 1/2P

2P

Disabled

Clearway / No Standing/No Parking

Bus Zone

Taxi Zone

Loading Zone

Other

Study Boundary

URQUHART STREET

URQUHART STREET

URQUHART STREET

Lions Club

Castlemaine

Railway Station

Carpark

KENNEDY STREET

KENNEDY STREET

CAMPBELL STREET CAMPBELL STREET

HARGRAVES STREET

KENNEDY STREET

TEMPLETON STREET TEMPLETON STREET

BARKER STREET

FOREST STREET FOREST STREET

HARGRAVES STREET

NORTH

FOREST STREET

MOSTYN STREET

LYTTLETON AVENUE

LYTTLETON STREET

UNIO

N STREET

CAMPBELL STREET

Continuing

Education Centre

The CUBE

BARKER STREET

FREDERICK STREET

HARGRAVES STREET

BARKER STREET

BARKER STREET

LYTTLETON STREET LYTTLETON STREET

MOSTYN STREET

IGA

Superm

arket

MOSTYN STREET

Existing Conditions


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Figure 2.3: Car Parking Supply by Locality

Off Street Parking

353

24%

Mostyn St

302

20%

Lyttleton St

239

16%

Templeton St162

11%

Kennedy St

1349%

Barker St80

5%

Hargraves St

896%

Forest St

785%

Frederick St27

2%

Union St

14

1%Mechanics Ave

14

1%

Castlemaine Parking Inventory

Off Street Parking

Mostyn St

Lyttleton St

Templeton St

Kennedy St

Barker St

Hargraves St

Forest St

Frederick St

Union St

Mechanics Ave

Figure 2.4: Car Parking Supply by Restriction

P / Unrestricted, 732

≤ 1P, 353

1P ‐ 2P, 277

No Standing, 45

Disabled Only (various), 27

Loading Zone (various), 25

Bus Zone, 12

No Parking, 8

Private (various), 8

Taxi Zone, 5

Parking Restriction & Supply

2.2.2 Parking Demand

Car parking demand surveys were undertaken within the study area on Thursday 11 February 2010 at:

9:00am, 11:00am, 1:00pm, 3:00pm & 5:00pm. The peak results are summarised in Table 2.2 and Figure 2.5,

with the full results provided in Appendix A.

Existing Conditions


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Table 2.2: Summary of Peak Public Parking Demand Surveys - 11 February 2010

Area Restrictions [1] Supply (No. of

spaces)

Peak Demand (Vehicles) @ 11:00am

Peak Occupancy (percentage)

@ 11:00am

On-Street Parking

≤ 1P 349 270 77%

1P - 2P 191 149 78%

P / Unrestricted 517 332 64%

Disabled Only (various) 14 4 29%

Loading Zone (various) 22 6 27%

No Parking (various) 8 2 25%

No Standing (various) 29 2 7%

Bus Zone 4 0 0%

Taxi Zone 5 0 0%

Sub-Total 1139 765 67%

Off-Street Parking

≤ 1P 4 4 100%

1P - 2P 86 80 93%

P / Unrestricted 224 194 87%

Disabled Only (various) 13 4 31%

No Standing (various) 16 5 31%

Bus Zone 2 1 50%

Private (various) 8 1 13%

Sub-Total 353 289 82%

TOTAL 1492 1054 71%

[1] Given the high number of time based restrictions for the purposes of this table they have been grouped in the above shown categories

Table 2.2 indicates that car parking demands in the nominated area are moderate, with peak demands equal

to an occupancy rate of 71% (438 vacancies). Figure 2.5 shows the way in which car parking demands vary

throughout the day peaking at 11:00am and decreasing to an occupancy rate of approximately 40% by

5:00pm.

Figure 2.5: Castlemaine CBD Parking Occupancy

1492

1054

0

200

400

600

800

1000

1200

1400

1600

9am 11am 1pm 3pm 5pm

Number of Spaces

Time

Castlemaine Town Centre Parking Demand

Parking Supply

Parking Demand

Existing Conditions


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Figure 2.6: Car Parking Occupancy

0‐50% Occupancy

50‐70% Occupancy

70‐85% Occupancy

85‐100% Occupancy

100% + Occupancy

Study Boundary

LYTTLETON STREET

FREDERICK STREET

HARGRAVES STREET

CAMPBELL STREET CAMPBELL STREET CAMPBELL STREET

KENNEDY STREET

BARKER STREET

URQUHART STREET

Castlemaine

Railway Station

Carpark


KENNEDY STREET

URQUHART STREET

HARGRAVES STREET

LYTTLETON AVENUE

LYTTLETON STREET

LYTTLETON STREET

Lions Club

BARKER STREET

NORTH

BARKER STREET

HARGRAVES STREET

UNIO

N STREET

URQUHART STREET

IGA

Superm

arket

MOSTYN STREET

FOREST STREETFOREST STREET FOREST STREET

MOSTYN STREET MOSTYN STREET

KENNEDY STREET

Continuing

Education Centre

The CUBE

BARKER STREET

Existing Conditions


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Figure 2.6 indicates that there are areas where parking demand is high (i.e. over 85% occupancy) while there

are distinct areas where parking demands are low. A summary of the street by street parking occupancy,

from highest to lowest, is set out below for the peak parking demand time of 11:00am:

Templeton Street ~ 95% occupancy

Mechanics Avenue ~ 93% occupancy

Castlemaine Railway Station Car Parking ~ 86% occupancy

Hargraves Street ~ 76% occupancy

Lyttleton Street ~ 73% occupancy

Mostyn Street ~ 72% occupancy

‘The Cube’ ~ 67% occupancy

Barker Street ~ 61% occupancy

Forest Street ~ 51% occupancy

Frederick Street ~ 48% occupancy

Kennedy Street ~ 22% occupancy

It is noted however that some sections of roads at certain locations exhibit higher parking occupancies than

those listed above, for example Mostyn Street (between Barker Street & Hargraves Street) & Hargraves

Street (between Forest Street & Mostyn Street).

2.2.3 Seasonal Demand Factors

It should be acknowledged that the surveys were completed during February and as such may not represent

the absolute peak or average parking demands, due to seasonal factors, for the Castlemaine CBD. In this

respect it is typically recognised that February represents the lowest retail turnover month of the year. This

is confirmed in the RTANSW Guide for Traffic Generating Developments 2002, which indicates February to

represent 87% of monthly average variation in daily generated traffic for shopping centres.

In addition, door count data sourced for the Highpoint Shopping Centre (2007 & 2008) indicates centre

attendances in February represent 87.5% of the yearly monthly average.

Before applying this data to the Castlemaine CBD some distinct differences between the Castlemaine CBD

and this data set need to be considered:

i The Castlemaine CBD is not solely comprised of retail land uses and is made up of some uses that

are not seasonally variable, such as office, community uses, medical centres etc.

ii The use of door count data does not necessarily equate to the same change in parking demand as

car occupancies and use of other forms of transport will generally increase as retail activity and

subsequently car parking get busier.

As such, a seasonal factor for February could be estimated to be closer to 95% rather than 87%, for the

Castlemaine CBD. Notwithstanding, we are of the view that an adjustment to reflect the seasonal factors

should be made.

Noting that the surveyed car parking demands indicate a peak parking occupancy of 71% and applying a 95%

seasonal factor for February, the actual parking occupancy could be estimated to equate to 75%.

Existing Conditions


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2.3 Duration of Stay Surveys

In addition to parking demand surveys duration of stay surveys were undertaken within the study area on

Friday 12 February 2010. The location of these surveys included:

Lyttleton Street between Barker Street & Hargraves Street

Mostyn Street between Barker Street & Hargraves Street

Castlemaine Station Railway carpark including Kennedy Street and overspill parking areas

Each of the above locations is shown in Figure 2.7.

Figure 2.7: Duration of Stay Survey Areas

The duration of stay surveys for Lyttleton Street and Mostyn Street were undertaken by recording the last 4

numbers of number plates of parked vehicles every 30 minutes between 11:00am & 2:00pm. Number plates

were recorded at 9:00am & 4:00pm in the railway station and overflow parking areas in order to ascertain the

extent to which these areas are being utilised for all day commuter parking.

It is noted that, given the time interval used to complete the surveys (30mins), a potential for error will exist

where a vehicle is recorded for one period, where the vehicle could have a parking duration of between

1 & 59 minutes. If a vehicle is recorded for two periods the vehicle may have stayed between 31 & 89 minutes.

In this instance it has been assumed that each time a vehicle is recorded, this equates to the vehicle parking

for 30 minutes.

Duration of

Stay Surveys

Existing Conditions


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Lyttleton Street

Duration of stay surveys were undertaken on a total of 54 spaces along Lyttleton Street between Barker

Street & Hargraves Street comprising the following parking restrictions & supply:

2 P (8am‐6pm Mon – Fri , 8am‐12 noon Sat) 28 spaces


1 P Disabled Only 1 space

½ P (8am‐6pm Mon – Fri , 8am‐12 noon Sat) 16 spaces

The results of these surveys are summarised in Figure 2.8.

Figure 2.8: Lyttleton Street Duration of Stay

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

30 60 90 120 150 180 210

Percentage

of vehicles

minutes

Lyttleton Street Duration of Stay

1/2P (16 spaces)

1P (10 spaces)

2P (28 spaces)

The results indicate that 16% of vehicles overstayed the 30 minute time restriction, while some 4% of

vehicles have overstayed the one hour time restriction. Having regard for the margin of error as explained, a

higher percentage may have indeed exceeded the parking time restrictions.

Existing Conditions


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Mostyn Street

Duration of stay surveys were undertaken on a total of 67 spaces along Mostyn Street between Barker Street

& Hargraves Street comprising the following parking restrictions & supply:


1 P Disabled Only 3 spaces

¼ P (8am‐6pm Mon – Fri , 8am‐12 noon Sat) 5 spaces

The results of the surveys are summarised in Figure 2.9.

Figure 2.9: Mostyn Street Duration of Stay

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

30 60 90 120 150 180 210

Percentage

of vehicles

minutes

Mostyn Street Duration of Stay

15min P (5 spaces)

1P (62 spaces)

The results indicate that 16% of vehicles overstayed the 15 minute time restrictions, while some 5% of

vehicles have overstayed the one hour time restriction. Again, having regard for the margin of error, a higher

percentage may have indeed exceeded the parking time restrictions.

Railway Station Parking Areas

A number plate count was completed at the Railway Station Car parking and its adjacent overflow parking

areas, at 9:00am and 4:00pm. The survey included a total of 207 spaces and indicated the following results:

Station car park – 66% of vehicles were recorded at both 9:00am and 4:00pm

Kennedy Street – 58% of vehicles were recorded at both 9:00am and 4:00pm

Salvation Army Frontage – 0% of vehicles were recorded at both 9:00am and 4:00pm

Existing Conditions


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2.4 Road Network

2.4.1 Arterial Roads

The following roads, located within the study area, are classified as arterial roads (VicRoads managed) and

are located in a Road Zone 1:

Midland Highway (Barker Street)

Pyrenees Highway (Forest Street)

2.4.2 Local Roads

The following roads, located within the study area, are classified as local roads (Council managed):

Kennedy Street

Hargraves Street

Mostyn Street

Lyttleton Street

Templeton Street

2.5 Landscaping/LATM Treatments

An inventory has also been prepared of Local Area Traffic Management (LATM) / Landscaping treatments

within the study area. These treatments are detailed in Table 2.3 on the following page.

Existing Conditions


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Table 2.3: Existing Landscaping/LATM Treatment Summary

Treatment Description Examples within Castlemaine Locations

Kerb outstand (w or w/o landscaping)

Kerb outstands typically narrow the carriageway to calm traffic and provide increased pedestrian amenity. They can be designed to include landscaping treatments that add to the amenity of the area.

- Hargraves St / Mostyn St intersection - Hargraves St / Lyttleton St intersection - Hargraves St / Templeton St intersection (southern side) - Mostyn St btw Barker St & Hargraves St -pedestrianised

area/pedestrian crossings - Barker St / Mostyn St intersection - Barker St / Lyttleton St intersection - Barker St / Templeton intersection - Forest St / Hargraves St intersection

Centre median parking end treatment

Parking end treatments are typically used to design the end of a section of centre of road parking. They can be designed to include landscaping treatments that add to the amenity of the area and can also serve as a centre of road pedestrian refuge.

- Mostyn St east/west approaches between Kennedy St & Union St - Lyttleton St east/west approaches between Kennedy St &

Hargraves St

Centre of Road tree planting

Centre of road tree planting is used to add aesthetic effect to streetscapes and improve amenity for used of the Castlemaine CBD. Centre of road tree planning can be used within formal centre medians and also intermittently through centre of road parking.

- Lyttleton St btw Kennedy St & Barker St - Forest St btw Urquhart St & Hargraves St - Barker St btw Mostyn St & Lyttleton St - Barker St btw Lyttleton St & Templeton St - Mostyn St btw Barker St and Kennedy St) - Mostyn ST at Union St

Verge tree planting (including shoulder tree planting)

Verge tree planting is used to add aesthetic effect to streetscapes and improve amenity for used of the Castlemaine CBD. Verge tree planting can also include formal kerbing around the base o the trunk or line marking to delineate the area.

- Kennedy St west verge btw Campbell St & Mostyn St - Barker St east verge btw Forest St & Campbell St (intermittent) - Hargraves St (east and west) btw Templeton St / Campbell (varying

spacing) - Lyttleton St (north) btw Hargraves St & Frederick St - Mosty n St at Kennedy St - Mostyn St (north & south) btw Urquhart St & Union St - Templeton St (north & south) btw Kennedy St & Hargraves St

Existing Conditions


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Treatment Description Examples within Castlemaine Locations

Centre median separator

Centre median separators provide separation between opposing traffic lanes and can often facilitate turn lanes at an intersection. Centre median separators can be designed to include landscaping treatments that add to the amenity of the area.

- Barker St btw Forest St & Campbell St - Forest St btw Barker Street & Urquhart St

Pedestrian Refuge

Pedestrian refuges may include centre median parking end treatments and/or centre median separator treatments. Pedestrian refuges may also include landscaping within the island areas to improve the amenity of the area and help to delineate pedestrian crossing locations.

- Forest St / Barker St – all approaches - Forest St / Hargraves St – all approaches - Barker St / Mostyn St - all approaches - Barker St / Lyttleton St – all approaches - Barker St / Templeton St – all approaches - Forest St / Hargraves St – all approaches - Hargraves St / Mostyn St – all approaches - Hargraves St / Lyttleton St – all approaches

Painted Kerb outstand

Painted kerb outstands provide guidance to drivers for road positioning and assists to narrow crossing distances for pedestrians. No physical barriers are provided, however, aim to protect pedestrians within the line marked areas.

- Templeton S at Kennedy St

Existing Conditions


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2.5.1 Cross Sections & Car Parking Configuration

Typical road cross sections and car parking configuration details have been collated for the study area. These details are summarised in Table 2.4.

Table 2.4: Castlemaine Road & Parking Sample Section Summary

Street Between Road Reserve Carriageway

Parking [1] Verge

Kerb 1 Centre Kerb 2 Kerb 1 Kerb 1

Templeton Street

Hargraves St & Barker St 30.7 m 23.3 m

Two way – Two lanes 90o P

5.5m x 2.7m - 90o P 5.5m x 2.7m 3.6 m 3.8 m

Templeton Street

Barker St & Kennedy St 30.4 m 22.9 m


5.6m x 3.1m - 60o P 5.6m x 3.1m 3.7 m 3.8 m

Kennedy Street

Lyttleton St & Templeton St 19.9 m 9.6 m

Two way – Two lanes P?

unmarked - Parallel unmarked 6.4 m 3.9 m

Lyttleton Street

Kennedy St & Barker St 34.3 m 22.9 m

Two way – Two lanes Parallel

7.0m x 2.4m 90o P

5.1m x 2.7 Parallel

6.5m x 2.4 3.9 m 3.2 m

Lyttleton Street

Barker St & Hargraves St 30.8 m 23.1 m


7.1m x 2.5m 90o P

5.6m x 2.9m 6.4m x 2.5m 3.8 m 3.9 m

Mostyn Street Kennedy St & Barker St 30.1 m 23.2 m


6.4m x 2.4m 90o P

5.6m x 2.7m Parallel

6.6m x 2.6m 3.2 m 3.7 m

Mostyn Street Barker St & Hargraves St 31.3 m 21.9 m


5.8m x 2.4m 90o P


7m x 2.4m 4.2 m 5.2 m

Mostyn Street Hargraves St & Urquhart St 30.3 m 22.9 m


6.2m x 3.0m 90o P


6.2m x 3.2m 3.7 m 3.7 m

Forest St Hargraves St & Barker St 29.9 m 22.1 m

Two way – four lanes Parallel

6.8m x 2.5m - (none at cross section location) 3.9 m 3.9 m

Hargraves St Forest St & Mostyn St 30.4 m 23.2 m

Two way – two lanes 60o P

5.2m x 2.7m - 60o P 5.6m x 3.5m 3.6 m 3.6 m

Barker St Mostyn St & Lyttleton St 30.6 m 22.5 m


unmarked [2] - Parallel 6.5m x 2.6m 4.1 m 4.0 m

[1] Kerb 1 – North/West side, Kerb 2 – South/East side [2] Parking spaces recently resurfaced; no line marking.

Parking Strategy


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3. Parking Strategy

3.1 Preamble

In order to provide a logical discussion of the manner in which car parking currently occurs and a strategy to

manage car parking in the future, the following structure has been adopted:

Appropriateness of the Castlemaine CBD parking and its ability to:

Cater for the generated demands

Provide appropriate parking restriction lengths to cater for the users of the CBD

Provide for special users (i.e. disabled, loading)

Conform to relevant design standards.

Opportunities to improve Castlemaine CBD Parking to:

Maximise available parking

Enhance amenity and safety through landscaping treatments.

3.2 Capacity of Parking Supply

3.2.1 Overall Capacity

As was discussed within Section 2.2.2 the existing car parking demands across the Castlemaine CBD

represent an occupancy rate of 71% of all parking supply.

With specific regard to the demands in different time restrictions, the following is noted:

≤1P spaces ~78% occupancy

1‐2hr spaces ~83% occupancy

Unrestricted spaces ~ 71% occupancy

It is typically accepted that a parking utilisation greater than 85% represents a situation where drivers are

unable to identify where vacant spaces exist and subsequently represents effective capacity.

On this basis, the overall parking supply for the Castlemaine CBD is considered to be below both its effective

and ultimate capacity. While car parking demands are in some instances approaching an occupancy of 85%

these demands represent an efficient use of car parking resources which does not provide a distinct

oversupply of parking yet still provides drivers with the ability to find car parking as needed.

While the car parking demands are considered appropriate for the CBD, consideration must be given to the

distribution of car parking demands.

3.2.2 Distribution of Car Parking

It is clear from the assessment of existing parking supplies that there is sufficient parking for the Castlemaine

CBD land uses. As discussed within Section 2.2.2 the overall parking occupancy of 71% is not however

constant across the overall Castlemaine CBD with some parking areas approaching capacity while other

areas have relatively low occupancies. In general terms, parking demands at the core retail areas have higher

occupancies than those on the outer fringes, however on the face of it would appear that the lower

occupancy parking areas could support those areas of higher demand.

In considering this, acknowledgement must be given to appropriate walking distances between car parking

locations and their destination. Generally, the time and distance which drivers are prepared to walk depends

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on the length of time which will be spent at their destination. The acceptable walking distance can also be

impacted by the quality of the pedestrian environment, climate, line of sight (can the destination be seen),

and friction (barriers such as crossing busy roads).

The Victorian1 Transport Policy Institute paper on Shared Parking dated 4 September 2007 indicates the

following walking distances as a guide for various activities as set out in Table 3.1.

Table 3.1: Acceptable Walking Distances (Reproduced from the Victorian Transport Policy Institute)

Adjacent (Less than 50m)

Short (Less than 250m)

Medium (Less than 400m)

Long (less than 500m)

People with disabilities, Deliveries and loading, Emergency services, Convenience store

Grocery store, Professional services, Medical clinic, Residents

General retail, Restaurant, Employees, Entertainment centre, Religious institution

Airport parking, Major sport or cultural event, Overflow parking

Note: This table assumes good pedestrian conditions.

The Castlemaine CBD is a relatively compact centre with a distance of approximately 400m between the

north and south boundaries and 700m between the east and west boundaries of the study area.

In this respect Figure 3.1 has been prepared below which shows that a radius of 400m from the CBD covers a

majority of the study area.

Figure 3.1: Castlemaine CBD Acceptable Walking Distances

200m

400m

As a result car parking supplies at either end of the CBD and on the outskirts of the centre are, generally

speaking, within an appropriate range that can serve the overall land uses that exist within the CBD, given

that a majority of users relate to general retail, restaurants, employees which should be within approximately

400m.

1 Victoria, Canada.

STUDY AREA

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More specifically, observations of car parking within isolated areas are discussed in the following:

High parking demands observed in the core of the CBD area. This could be expected with retail

activity centred around this core area. The parking restrictions in this area are generally short

term parking which is appropriate to achieve a high turnover of parking to maximise the

opportunity for drivers to find a parking space. While demands are high as indicated above, given

the compactness of the centre, opportunities also exist on the fringes of the centre, within an

appropriate walking distance, to cater for demands which cannot be catered for within the core or

require a longer length of stay.

As parking extends toward the periphery of the CBD parking time restrictions generally extend

providing for greater length of stay by drivers to cater for longer shopping durations and staff

parking. This is considered to be appropriate.

Staff parking is apparent in these more peripheral areas for example Mostyn Street and Lyttleton

Street (toward Kennedy Street). These long term parking demands are not expected to be

railway station commuter parking as additional long term parking is available between the railway

station and these areas, which would present more desirable parking locations for commuters.

The gap between the core CBD and these unrestricted parking areas is short term parking, which

supports the notion that these unrestricted spaces are being utilised by staff parking.

Heavy parking demands were observed on Templeton Street toward Kennedy Street. This is not

necessarily anticipated to be railway station commuter parking, as there are additional long term

parking spaces available on Kennedy Street, which are closer to the railway station and hence

could be more attractive to long term commuter parking demands. This could however contain

some railway station demands as this parking could be considered safer and more formalised than

parking on Kennedy Street.

3.2.3 Future Developments

In addition to the above consideration has been given to the potential impact on CBD car parking that

recently approved developments could have. These developments include:

IGA Supermarket expansion on the corner of Barker Street and Templeton Street

Proposed retail development on the corner of Forest Street and Wheeler Street

The development on Forest Street proposes a retail floor area of 2,305 sqm and provides 93 on‐site car

parking spaces at a rate of 4.0 spaces per 100 sqm. Typically retail land uses generate car parking at a rate in

the order of 4 spaces per 100 sqm and as such the provision of on‐site car parking would be considered to be

sufficient to cater for the expected site demands without significantly impacting the surrounding on‐street

parking demands. In this respect some consideration could however be given to the appropriate on‐street

time restrictions to ensure that turnover of parking continues to occur. This will be further discussed in the

following sections of this report.

The IGA development includes the refurbishment and expansion of the existing supermarket to provide a

new total floor area of 1009.86 sqm. The existing supermarket does not provide on‐site car parking or

loading facilities, however the development provides a total of 24 on‐site spaces and loading facilities to

cater for a semi trailer vehicle. The provision of on‐site car parking equates to a rate of 2.4 spaces per 100

sqm. As the supermarket is an existing development and currently generates car parking within the

surrounding area this provision of parking would be expected to adequately cater for any new demands

generated by the site without impacting the surrounding on‐street parking supplies.

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On this basis the future developments would not be expected to impact the on‐street car parking demands

within the CBD.

3.3 Appropriateness of Parking Restrictions

3.3.1 Duration of Stay

As discussed in Section 2.3 results of duration of stay surveys indicated:

Lyttleton Street

A minimum of 16% of vehicles in 30 minute parking spaces overstayed the designated

parking restriction length.

A minimum of 4% of vehicles in 1 hour parking spaces overstayed the designated parking

restriction length.

Mostyn Street

A minimum of 16% of vehicles in 15 minute parking spaces overstayed the designated

parking restriction length.

A minimum of 5% of vehicles in 2 hour parking spaces overstayed the designated parking

restriction length.

In addition, it is noted that some vehicles were observed during car parking surveys, most likely staff parking,

to routinely move their vehicle from one space to another on the same street to avoid overstaying the

parking restrictions.

This overstaying of vehicles would not be thought to warrant changing restriction lengths as 1 and 2 hour

parking remains available nearby which could be used to cater for longer parker, however it does form a basis

for the justification of increasing parking enforcement within the core retail area of the CBD, particularly

within the 15 minute and 30 minute spaces. Such enforcement would seek to encourage compliance to the

parking restrictions and as such would encourage turnover of these high demand parking spaces creating

additional parking vacancies for all users.

The majority of parking along Kennedy Street could be expected to be long term commuter parking

demands given the duration of stay and high parking demand in the Railway Station carpark. Some of this

parking along Kennedy Street is expected to be shorter term commuter railway station parking, where

vehicles have parked after the first parking count (9:00am) and have possibly caught the train to go to nearby

railway stations, i.e. Bendigo or similar.

There was no evidence of long term commuter (or other) parking occurring along the Salvation Army

frontage to Kennedy Street.

3.3.2 Parking Duration

On the basis of the demand and duration of stay surveys, the allocation of existing car parking restrictions

appear to be reasonable with most short term spaces located within the Castlemaine CBD core, expanding

out to 1P and 2P with unrestricted parking on the fringe of the Castlemaine CBD.

Durations of parking restrictions indicate generally a good compliance with restrictions and it does not

appear that an extension to parking restriction hours of operation is required. Generally speaking the

location of time restrictions appears to be appropriate. There are, however, a couple of isolated locations

where restrictions could potentially be altered, including:

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Templeton Street (west end and in front of retail uses on Kennedy Street)

Considering that parking demands are high in this area, commercial frontages abut Templeton

Street and there is potential for Templeton Street to be used by railway station commuter parking.

This area may benefit from a 2 hour parking time limit being introduced to promote parking

turnover and discourage all day parking.

Forest Street (south side between Hargraves Street and Urquhart Street)

Parking demands in this area are relatively low, however given the existing commercial land uses

and the additional proposed development in this area it would be beneficial to introduce a 2 hour

parking restriction along the frontage of the existing commercial development. It is

acknowledged that the proposed development provides adequate parking on‐site, however given

the convenience of adjacent on‐street parking it is likely that on‐street demands may increase and

as such parking along the proposed development frontage could benefit from some short term

parking restrictions (on‐street) to encourage turnover of these spaces. As such, following the

proposed development in this area being completed, consideration could be given to further

reducing the allowed parking time limit to 1 hour to encourage vehicle turnover and to provide

consistency with that on the north side of Forest Street.

3.4 Provision for Special Users

3.4.1 Parking for People with Disabilities

Provision A total of 27 parking spaces for people with disabilities were identified within the Castlemaine CBD. Of the

overall 1492 space supply for the Castlemaine CBD, this equates to a provision of 1.8 parking spaces for

people with disabilities to every 100 spaces.

The current standard for disabled parking provision is detailed within the Building Code of Australia which

requires:

Shop – 1 space for people with disabilities to every 50 spaces

Office – 1 space for people with disabilities to every 100 spaces

On this basis, the provision of parking spaces for people with disabilities generally accords with the requirements

as set out in the Building Code of Australia, particularly around the key central Castlemaine CBD area.

Distribution While the provision of parking for people with disabilities provides the quantum requirements as set out

within the Building Code of Australia, some gaps appear to exist in terms of the spatial provision of disabled

parking. It is suggested that some additional parking spaces for people with disabilities are provided to

achieve a better spatial distribution.

It is recommended that an additional parking space for people with disabilities be provided in the following

locations, as summarised below and shown graphically in Figure 3.2:

Hargraves Street between Mostyn and Lyttleton Streets (east side)

Hargraves Street between Mostyn and Lyttleton Streets (west side)

Hargraves Street between Forest and Mostyn Streets (east side)

Templeton Street between Hargraves and Barker Street (south side)

Templeton Street between Barker and Kennedy Streets (north side)

Lyttleton Street between Barker and Kennedy Streets (north side)

Lyttleton Street between Barker and Kennedy Streets (south side)

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Figure 3.2: Disabled Parking Distribution

Existing Disabled

Proposed Disabled

Study Boundary

FOREST STREET FOREST STREET FOREST STREET

BARKER STREET

HARGRAVES STREET

UNIO

N STREET

URQUHART STREET

IGA

Superm

arket

NORTH

MOSTYN STREET MOSTYN STREET MOSTYN STREET

HARGRAVES STREET

LYTTLETON AVENUE

URQUHART STREET

Lions Club

KENNEDY STREET

BARKER STREET

FREDERICK STREET

The CUBE

LYTTLETON STREET


URQUHART STREET

Castlemaine

Railway Station

Carpark


KENNEDY STREET

BARKER STREET

Continuing

Education Centre

HARGRAVES STREET


KENNEDY STREET

BARKER STREET

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Space Design Standards

The applicable standard for on‐street parking for people with disabilities is the Australian Standard for On‐

Street Parking AS2890.5:1993.

Specifically Clause 4.5 notes the requirements for parking for people with disabilities. Based on this

standard, parking spaces for people with disabilities must be 3.2m wide and include appropriate kerb ramps

adjacent to the space. An excerpt from the standard has been included for reference in Figure 3.3 below.

Figure 3.3: Disabled Parking Dimensional Requirements AS2890.5:1993

The provision of additional parking spaces for people with disabilities can be relatively simply provided in

Hargraves and Templeton Streets with the conversion of existing angle parking spaces into wider parking

spaces for people with disabilities and through the provision of additional kerb ramps.

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The provision of additional parking spaces for people with disabilities in Lyttleton Street is however more

difficult requiring the narrowing of footpaths to provide 3.2m wide parallel parking spaces and additional

kerb ramps. As such, while ideally to provide an even distribution of parking spaces for people with

disabilities additional spaces would be provided in Lyttleton Street, Council will need to decide whether the

loss of public footpath width is appropriate in order to provide two additional parking spaces for people with

disabilities.

Having consideration for the design of existing parking spaces for people with disabilities the following

comments are provided:

Angle parking spaces generally provide 3.2m widths which accords with the Australian Standard

requirements.

Parallel parking spaces for people with disabilities are provided at the same width as standard

parking spaces, not providing the required 3.2m width as required by the Australian Standard.

3.4.2 Loading Zones

Loading zones are typically well distributed throughout the Castlemaine CBD, providing facilities on a

majority of street segments. There does however appear to be some areas where loading bays are not

provided which could benefit from additional loading areas. These areas are summarised graphically in

Figure 3.6 and include:

Corner of Lyttleton and Hargraves Streets (north‐west corner)

Corner of Lyttleton and Hargraves Streets (south‐west corner)

In respect to the location of any new loading facilities VicRoads have published ‘Guidelines for Providing

Loading Zones and Other Short Term Drop Off/Pick Up Areas’ in October 2000. An excerpt is included

below.

“These [loading zones and truck zones] need to be at one end of a section of parking, with a clear length for

trucks to either drive in directly or leave directly, without having to negotiate around parking cars or kerb

extensions. The zones need to be long enough for the vehicles likely to use them […]. They should not be located

adjacent to trees, or cafes having footpath dining.

Loading Zones should not be mixed with angle parking unless, at the time the Loading Zone operates, there is

clear access for trucks and the trucks do not park in a way which results in them overhanging the bays.”

In respect of existing loading bay locations, while a number are not located at the ends of sections of parking

they are located appropriately to provide manoeuvring space.

In addition, it is noted that loading within the centre of the roadway was observed on both Mostyn Street

(between Urquhart Street & Hargraves Street) and Templeton Street (between Hargraves Street & Barker

Street) as shown in Figure 3.4 & Figure 3.5.

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Figure 3.4: Mostyn Street on-street loading Figure 3.5: Templeton Street on-street loading

Loading within the centre of the road, particularly when using forklifts, is considered to be dangerous for

both vehicle and pedestrian traffic and represents illegal parking. It is recommended for the safety of all

users that such loading events be policed and/or controlled by Council to eliminate unsafe practices.

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Figure 3.6: Proposed Additional Loading Areas

Existing Loading Zone

Study Boundary

FOREST STREET FOREST STREET FOREST STREET

Additional

loading

locations

BARKER STREET

HARGRAVES STREET

UNIO

N STREET

URQUHART STREET

IGA

Superm

arket

NORTH

MOSTYN STREET MOSTYN STREET MOSTYN STREET

HARGRAVES STREET

LYTTLETON AVENUE

URQUHART STREET

Lions Club

KENNEDY STREET

BARKER STREET

FREDERICK STREET

The CUBE

LYTTLETON STREET


URQUHART STREET

Castlemaine

Railway Station

Carpark


KENNEDY STREET

BARKER STREET

Continuing

Education Centre

HARGRAVES STREET


KENNEDY STREET

BARKER STREET

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3.5 Parking Design Assessment

As noted in Table 2.4, multiple cross sections of roads within the Castlemaine CBD have been undertaken to check the existing parking provision with regard to the

Australian Standard for On‐Street Parking AS2890.5:1993.

Table 3.2 on the following page has been prepared to summarise the compliance/non‐compliance of the measured parking spaces within the Castlemaine CBD.

Table 3.2: Castlemaine Road & Parking Sample Section Summary

Street Between Road Reserve Carriageway

Parking [1] Verge AS2890.5 Requirement Provision Compliance/Comments

Kerb 1 Centre Kerb 2 Kerb 1 Kerb 1

Templeton Street



5.5m x 2.7m - 90o P 5.5m x 2.7m 3.6 m 3.8 m 11.8m kerb

to road ctr 11.65m

Does note strictly comply with AS2890.5:1993 requirements. Non-compliance is minor and may be attributable to a measuring error.

Templeton Street

Barker St & Kennedy St 30.4 m 22.9 m



to road ctr 11.45m Complies with AS2890.5:1993.

Kennedy Street

Lyttleton St & Templeton St 19.9 m 9.6 m

Two way – Two lanes P?

unmarked - Parallel unmarked 6.4 m 3.9 m 8.8m

[3] 9.6m

Carriageway provides suitable width to provide through carriageway and an additional 0.5m clearance to adjacent parallel parking. Adjacent informal angle parking does however not meet the dimensional requirements of AS2890.5:1993. Any formalisation of this parking should consider the appropriate parking angle to accord with the Australian Standard requirements.

Lyttleton Street



7.0m x 2.4m 90o P

5.1m x 2.7 Parallel

6.5m x 2.4 3.9 m 3.2 m 23m kerb to road ctr 22.9m

Does not strictly comply with AS2890.5:1993 requirements. Non-compliance is minor and may be attributable to a measuring error.

Lyttleton Street



7.1m x 2.5m 90o P

5.6m x 2.9m 6.4m x 2.5m 3.8 m 3.9 m 23m kerb to road ctr 23.1m Complies with AS2890.1:1993.

Mostyn Street



6.4m x 2.4m 90o P


6.6m x 2.6m 3.2 m 3.7 m 23m kerb to road ctr 23.2m Complies with AS2890.1:1993.

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[1] Kerb 1 – North/West side, Kerb 2 – South/East side [2] Parking spaces recently resurfaced; no line marking. [3] 2.3m parking lane, 0.5m clearance, 3m traffic lane, 3m traffic lane (3.5m kerbside lane includes 0.5m clearance)

Mostyn Street



5.8m x 2.4m 90o P


7m x 2.4m 4.2 m 5.2 m 23m kerb to road ctr 21.9m

Overall cross section width does not comply with AS2890.5:1993 requirements. As a result it may be difficult accessing 900 centre of road parking. The reduced cross section width appears to have been mitigated by provided wider centre of road spaces (2.8m as opposed to 2.6m).

Mostyn Street

Hargraves St & Urquhart St 30.3 m 22.9 m


6.2m x 3.0m 90o P


6.2m x 3.2m 3.7 m 3.7 m 23m kerb to road ctr 22.9m

Does note strictly comply with AS2890.5:1993 requirements. Non-compliance is minor and may be attributable to a measuring error.

Forest Street



6.8m x 2.5m - (none at cross section location) 3.9 m 3.9 m 8.8

[3] 8.9m & 8.8m

Overall carriageway width complies with AS2890.5:1993 requirements, however lane width designations are recommended ot be altered to provide additional lane width adjacent to the parallel parking lane:

Parking lane 2.3m Kerbside lane 3.5m Centre lane 3m

Hargraves Street

Forest St & Mostyn St 30.4 m 23.2 m

Two way – two lanes 60o P


to road ctr 11.6m Complies with AS2890.5:1993

Barker Street

Mostyn St & Lyttleton St 30.6 m 22.5 m

Two way – four lanes

Parallel unmarked

[2] - Parallel

6.5m x 2.6m 4.1 m 4.0 m 8.8 [3]

9.1m & 9.4m

Space widths comply with AS2890.5:1993 as wide kerbside lanes (3.6-3.7m) provide the required additional 0.5m clearance to parking lane.

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3.6 Parking Opportunities

3.6.1 Parking Supply

Based on the above discussions and analysis, there is no immediate requirement or current need to increase

parking supply within the Castlemaine CBD. If however, Council so desired, the following options could be

undertaken to increase parking supply within the Castlemaine CBD.

Kennedy Street – Priority 1

Commuter parking occurs within the wide tree lined gravel shoulder on the western side of Kennedy Street.

Vehicles park in a mix of 90o, angle and parallel alignments depending on the available width and driver

particularities. Parking within this verge could be formalised to a 30o angle with some additional landscaping

/ civil works to provide additional verge width.

Parking was not observed within the unrestricted spaces on the eastern side of Kennedy Street which is

considered to be on account of the wide open spoon drain/gutter along its length. To promote parking

within these spaces, modifications to the existing drainage and kerbing could be made to allow vehicles to

parking closer to the kerb, in turn increasing the effective carriageway width.

It is noted the parking treatment described above could be linked with the LATM treatment as described in

the following section. It is understood from discussions with Council that funding for these works would

need to be allocated in future Council budgets.

Lyttleton Street – Priority 2

Informal parking currently occurs on the southern informal gravel shoulder of Lyttleton Street near Urquhart

Street. Vehicles were observed to park in both 900 and parallel alignments, practically reducing the parking

supply in this location. The parking in this location could be formalised to include additional parking signs

indicating a 90o or parallel parking angle parallel parking (where space is insufficient for 90o parking), which

would increase parking efficiency in this area. In addition landscaping borders could be implemented to

protect landscaping treatments within this area and provide further guidance to drivers of the appropriate

car parking angle.

It is understood from discussions with Council that funding for these works would need to be allocated in

future Council budgets.

Mostyn Street – Maintenance Program

There is currently informal gravel shoulder parking provided on Mostyn Street near Kennedy & Urquhart

Streets. There is potential to increase parking supply in these locations by formalising the parking spaces with

either additional signage OR sealed shoulders with line marked spaces, which assists to increase parking

efficiency.

It is understood from discussions with Council that funding for these works could be covered under Council’s

existing maintenance program.

Centre of the Road Parking

There is potential to increase the parking supply of roads within the Castlemaine CBD where parallel kerb

side parking and 90o centre of the road parking is provided. By utilising 90o parking on each side of the road,

parking supply would theoretically increase by 6 spaces over a length of 100m.

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Converting parking along these streets to 90o kerbside parking, however, has its disadvantages, especially

given the relatively high traffic and parking demands in these areas. The conversion of these spaces to 900

kerbside spaces includes the following issues:

Circulation – given the higher number of 90o spaces, a greater number of vehicles will be accessing

the traffic lane from 90o (reversing from spaces), this arrangement may negatively impact on

traffic circulation.

Reduced driver visibility – all vehicles would be required to egress the space with a reverse

manoeuvre, which is expected to impact on safety for all road users, especially given the relatively

high traffic and parking demands on Mostyn and Lyttleton Streets. This would also make

egressing the spaces more difficult when compared to the existing parallel and forward exit 90o

spaces.

For these reasons, it is not recommended to change the existing parallel/90o/parallel parking configuration.

3.7 LATM / Landscaping Treatments

As noted in Section 2.5, LATM and general amenity landscaping treatments were found to be generally well

provided throughout the Castlemaine CBD with consideration given to; pedestrian amenity, pedestrian

safety and traffic calming.

There are however some instances where additional landscaping and LATM treatments could be provided to

improve the Castlemaine CBD area. These improvements are summarised in Table 3.3 and include the

following locations.

It is understood from discussions with Council that funding for these treatments would need to be allocated

in future Council budgets.

Kennedy Street / Templeton Street Intersection – Priority 1

The existing line marked kerb outstands and pedestrian refuge provides little (if any) traffic calming or

pedestrian protection. While providing some delineation for vehicles, pedestrians waiting within line marked

outstands would feel exposed while waiting for vehicle turning movements to be undertaken. Considering

this intersection is located within the gateway to the Castlemaine Railway Station, it is recommended to

formalise the line marked kerb outstands to provide full kerbed outstands and a pedestrian refuge to provide

increased pedestrian amenity, safety and traffic calming.

Lyttleton Street / Hargraves Street Intersection – Priority 2

The northern kerb outstand on Lyttleton Street, east of Hargraves Street, does not extend to edge of the

angled car parking. As a result when travelling eastbound on Lyttleton Street appropriate delineation for

drivers away from parked vehicles is not provided. As such it is recommended that kerb outstand be

extended to the edge of the parked vehicles. Such an extension of the kerb outstand would also improve

pedestrian amenity and safety in this area by way of decreasing the required road crossing distance.

Templeton Street between Barker & Hargraves Streets (southern side) – Priority 3

Vehicles were observed to park within kerbside ‘no parking areas’ (yellow line marked areas around trees).

Parking compliance would be improved by physically restricting illegal parking with bollards being located

around the tree.

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Hargraves Street / Templeton Street Intersection – Low Priority

Only half of this intersection has been treated with formal kerb outstands (southern corners). Given the

site’s proximity to the school it is recommended to formalise all corners of the intersection to include kerb

outstands to better delineate pedestrian waiting areas from the road carriageway. Such kerb outstands

would be expected to taper back to the informal parking areas on Hargraves Street. Kerb outstands would

also assist to protect drivers from deep spoon drains on north‐west corner of this intersection. In addition

consideration should be given to implementing splitter islands/pedestrian refuges on the Templeton Street

intersection approaches to assist north‐south pedestrian movements crossing Templeton Street.

Lyttleton Street between Urquhart Street & Hargraves Street (south side) – Low Priority

The existing informal nature of gravel verge parking leads to a mix of 90o, angle & parallel parking along this

section of road. While it is not recommended that this parking must be formalised, it is recommended

parking signage be introduced to guide drivers as to the angle at which they should be parking to improve

the expectations for drivers in this location. Such signage would also assist to increase the efficiency of

parking in this location.

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Table 3.3: Landscaping/LATM Treatment Summary

Location Existing Issues Treatment Recommendation Cost Estimate [1] Priority

Kennedy Street / Templeton Street

Existing line marked kerb outstands and pedestrian refuge provide little (if any) traffic calming or pedestrian protection

Formalise the line marked kerb outstands and splitter islands to provide increased pedestrian amenity, safety and traffic calming.

$60,000-$80,000 1

Lyttleton Street / Hargraves Street

The northern kerb outstand on Lyttleton Street, east of Hargraves Street, does not extend to the edge of the angled car parking resulting eastbound drivers not being provided appropriate delineation away from parked vehicles.

Install kerb outstands that align through traffic to the edge of the parking lane.

$8,000-$10,000 2

Templeton Street between Urquhart & Hargraves Streets (southern side)

Vehicles observed to park within kerbside ‘no parking areas’ (yellow line marked areas around trees)

Physically enforce proper parking compliance with either bollard(s) and/or landscaping treatment with/without kerb outstand

$5,000-$6,000 per treatment 3

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Location Existing Issues Treatment Recommendation Cost Estimate [1] Priority Location Existing Issues

Hargraves Street / Templeton Street

Only half of intersection is treated with kerb outstands and appropriate pedestrian delineation Protection required for drivers from deep spoon drain in north west corner of intersection Crossing of Templeton Street for pedestrians is wide, particularly for children attending the nearby education facilities.

Formalise all corners of the intersection to include kerb outstands Kerb outstands would be expected to taper back to the informal parking areas on Hargraves Street. Consideration should be given to implementing splitter islands/pedestrian refuges on the Templeton Street at the intersection

$60,000 - $80,000 Nil

Lyttleton Street between Urquhart Street & Hargraves Street (south side)

Existing informal gravel verge parking leads to a mix of 90o, angle & parallel parking.

Implement additional parking signs to advise drivers of the angle at which they should be parking $2,000-$3,000 Nil

[1] All cost estimates prepared by GTA Consultants are for broad level or initial feasibility planning only and must not be relied upon for quoting, budgeting or construction purposes. You should seek a detailed cost estimate from a suitably qualified engineer or quantity surveyor.

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4. Other Considerations 4.1.1 Barker Street / Parker Street intersection

The Mount Alexander Shire Council have requested that the study “consider [the] existing parking on eastern

side of Barker Street and southern side of Parker Street [and that it is] desirable for some consideration to be

given to arrangement of intersection in general and methods / treatments to improve parking and road safety.”

Currently informal, long term angle parking occurs adjacent to the commercial frontages on Parker Street

while short term parallel parking occurs on Barker Street. It is noted that, anecdotally, a high number of

heavy and articulated vehicles utilise the Barker Street / Parker Street intersection (from Barker Street) from

the existing Industrial land uses near the rail line to the west. The existing kerbs and pedestrian crossings are

sub standard with wide crossing distances and tripping hazards.

A review of the reported accident casualty history for the Barker Street / Parker Street intersection has been

sourced from VicRoads accident database. The ‘CrashStats’ database includes all reported casualty accidents

since 1987. There was one reported casualty accident in the database within the last 5 years, (cross traffic

accident – DCA Code 110) which indicates that there does not appear to be any significant accident trend at

this intersection.

The existing configuration of the intersection and parking areas is shown in Figures Figure 4.1, Figure 4.2,

Figure 4.3 & Figure 4.4.

Figure 4.1: Parker Street wide informal parking Figure 4.2: Parker Street wide informal parking

Figure 4.3: Barker Street wide parallel parking lane Figure 4.4: Barker Street pedestrian hazard



draft

4.1.2 Proposed Treatment

Other corners of this intersection provide outstand treatments protecting kerb side parking and formalising

pedestrian holding areas to delineate pedestrian and vehicle areas.

It is therefore recommended that kerb outstand treatments be provided on the south east corner of this

intersection to match with treatments on other corners. In addition formal pram crossings should be

constructed to provide DDA compliant access to at a minimum the retail uses on the south east corner.

Reconstruction of existing drainage pits and kerbing should also be undertaken to minimise trip hazards for

pedestrians.

This treatment will better delineate pedestrian and vehicle road space improving safety and amenity for

pedestrians and parked vehicles.

A sketch showing the proposed treatment is shown in Figure 4.5.

It is recommended that the existing informal angle parking on Parker Street be enhanced with the use of “P

90o” signage, and while not strictly necessary this treatment could be further formalised by sealing and line

marking these spaces.

Figure 4.5: Barker / Parker Street proposed treatment

With regard to traffic calming, it is expected that implementation of kerb outstands on all corners of this

intersection, with appropriate narrowing of the carriageway (while retaining bicycle lanes), would further

improve pedestrian amenity, safety and traffic calming at this location. In addition consideration could be

given to introducing splitter islands on all approaches to narrow pedestrian crossing distances and make

drivers fully aware that they are entering an intersection. The introduction of such islands would however be

Kerb outstand and formalised pram crossings

Formalise 90o

parking



draft

dependent on a vehicle swept path assessment to ensure that the appropriate vehicle sizes could access this

intersection.

Given that anecdotally, high numbers of heavy vehicles turn right from the western approach of Parker

Street, consideration could be given to the future signalisation of this intersection. Signalisation of this

intersection would increase safety for all vehicles turning onto Barker Street, especially when turning right

from western approach of Parker Street.

The specific assessment of the operation of this intersection from a capacity and road safety view point would

however be required to be more fully investigated as part of a separate study before signalisation could be

considered further.

Findings & Recommendations


draft

5. Findings & Recommendations 5.1 Capacity of Parking Supply Overall car parking demands within the Castlemaine CBD remain below capacity and as such no

immediate need exists to provide additional car parking supplies.

While car parking demands are higher within the core retail areas, parking on the periphery of the

CBD remains within an appropriate walking distance to serve most users.

The provision of shorter term parking restriction in the core CBD area extending to longer term

restrictions in outer areas is appropriate to promote parking turnover within the most popular

areas providing greater parking availabilities for drivers.

Recently approved retail developments provide customer car parking on‐site and would not be

expected to compromise the function of surrounding on‐street parking areas.

5.2 Appropriateness of Parking Restrictions Duration of stay surveys indicated that at a minimum 16% of drivers’ overstayed 15 minute and 30

minute parking restrictions within the CBD while 4 – 5 % (minimum) of drivers’ overstayed 1 and 2

hour restrictions.

It is recommended that additional enforcement activities be undertaken to encourage driver

compliance and promote greater turnover of these spaces, which in turn creates additional parking

opportunities for drivers.

Some isolated locations could benefit from changes to parking restrictions including:

Templeton Street (near Kennedy Street) – Convert to 2 hour restriction length.

Forest Street (south side between Hargraves Street and Urquhart Street – Convert to 1 hour

restriction length.

5.3 Provision for Special Users The quantum of parking provided within the CBD for people with disabilities generally meets with

the requirements of the Building Code of Australia.

The distribution of parking for people with disabilities could however be enhanced to better serve

all areas of the CBD including:

Hargraves Street between Mostyn and Lyttleton Streets (east side)

Hargraves Street between Mostyn and Lyttleton Streets (west side)

Hargraves Street between Forest and Mostyn Streets (east side)

Templeton Street between Hargraves and Barker Street (south side)

Templeton Street between Barker and Kennedy Streets (north side)

Lyttleton Street between Barker and Kennedy Streets (north side)

Lyttleton Street between Barker and Kennedy Streets (south side)

The design of new parking spaces for people with disabilities should be in accordance with the

Australian Standard for on‐street parking (AS2890.5‐1993)

Loading Zones are generally well distributed throughout the CBD however some additional

facilities could be provided at the following locations:

Corner of Lyttleton and Hargraves Streets (north‐west corner)

Corner of Lyttleton and Hargraves Streets (south‐west corner)

Illegal centre of the road loading should be monitored by Council as this represents a safety issue

to vehicles and pedestrians.

Findings & Recommendations


draft

5.4 Parking Design Assessment The design of existing parking spaces within the CBD generally comply with AS2890.5

requirements however the following recommendations are made to improve car parking design:

Lane width designations along Forest Street are recommended to be altered to provide

additional lane width adjacent to the parallel parking lane as follows:

[1] Parking Lane – 2.3m width

[2] Kerbside lane – 3.5m width (minimum)

[3] Centre Lane – 3.0m width.

Any formalisation of informal parking along Kennedy Street should be done in accordance

with the AS2890.5.

5.5 Parking Opportunities There is no immediate requirement for the provision of additional car parking within the CBD,

however car parking supply in a number of areas could be potentially increased if so desired by

Council including:

Lyttleton Street (eastern end)

Kennedy Street (both sides)

Mostyn Street (eastern and western ends)

5.6 Landscaping Treatments LATM / Landscaping treatments to improve safety and amenity are proposed at the following

locations:

Hargraves Street / Templeton Street intersection

Kennedy Street / Templeton Street intersection

Lyttleton Street Hargraves Street intersection

Lyttleton Street between Urquhart Street and Hargraves Street

Templeton Street between Urquhart Street and Hargraves Street

5.7 Other Considerations Kerb outstands are recommended to be provided at the south east corner of the intersection of

Barker Street and Parker Street to provide protection to parked vehicles and better delineate

vehicle and pedestrian areas at the corner.

Consideration could be given to further introducing centre splitter islands to calm traffic

movements and allow staging of pedestrian movements when crossing the wide carriageway

(subject to vehicle swept path assessments)

Ultimately signalisation could also be considered to assist heavy vehicle movements at the

intersection.

Appendix A

IM14710 04/06/10 Castlemaine CBD Parking Study Issue: A-Dr4

draft

Appendix A

Appendix A

Car Parking Inventory and Survey Results

Client ID: Surveyor's Name: Ben Simpson

Job Name: Date: 11/02/2010

Supervisor: Weather: Sunnry/intermitten rain

Phone No.: Location: Castelmaine

Mel Ref:

Street Side Type Hour Day Supply 9am 11am 1pm 3pm 5pm

Unrestricted (formal) NO 31 31 31 31 30 28

Unrestricted (informal) NO 2 2 2 2 2 2

Unrestricted (informal) NO 3 1 2 1 1 0


VLine Staff Parking Only (formal) NO 2 1 1 1 2 2

Unrestricted Motorycle Parking (formal) NO 3 1 1 1 1 1


Bus Zone (linemarked) NO 2 1 1 0 1 2



P Disabled Only (formal) NO 2 1 1 1 1 1


Unrestricted (formal - gravel) NO 30 29 26 26 23 19

No Standing Lions Club Vehicles Excepted (formal) NO 3 0 0 0 0 0

Lions Club Parking

No Entry(informal) NO 4 2 0 0 0 0

Lyttleton Street & Campbell Street Unrestricted (informal - gravel) NO 11 0 3 9 4 3

Carpark Access & Carpark Access Unrestricted (informal - gravel) NO 7 6 5 3 4 3

Carpark Access & Campbell Street Unrestricted (informal - gravel) NO 11 6 7 9 7 6

E Campbell Street & Templeton Street Unrestricted (informal - parallel) YES 12 0 0 0 0 0

P Angle NO 4 3 3 4 1 3

1/2 P Angle NO 2 0 1 1 0 2

P (90o) NO 11 10 12 11 11 7

1/4 P Angle 8am - 6pm NO 5 4 3 0 0 3

2P Angle8am-6pm

8am-12noon

Mon-Fri

SatNO 14 7 10 12 6 7

2P Angle Disabled Only NO 1 0 0 0 1 0

2P Angle8am-6pm

8am-12noon

Mon-Fri

SatNO 4 3 4 4 3 1

W Templeton Street & Campbell Street 1P8am-6pm

8am-12noon

Mon-Fri

Sat(parallel) NO 10 4 7 6 9 5

8am-6pm Mon-Fri

Central Area

&

Railway Overspill Car Park

Templeton Street

Barkers Street

WKennedy Street

Barker Street

Southern Area

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BetweenLocation/ Notes

adjacent to Salvos rear frontage

Northern Area

Demand

Restriction Thursday, 11 February 2010Residential

Railway Station

Off Street Car Park

Northwest Corner

N Kennedy Street

E Campbell Street & Templeton Street 2P8am-6pm

8am-12noon

Mon-Fri


1/2 P Angle8am-6pm

8am-12noon

Mon-Fri

SatNO 6 5 6 0 5 4

No Standing 10min pickup or delivery only NO 1 0 0 1 0 0

2P Angle8am-6pm

8am-12noon

Mon-Fri

SatNO 8 2 8 4 2 5

Loading Zone9am-5pm

9am-12noon

Mon-Fri

SatNO 2 0 1 0 0 1

2P Angle8am-6pm

8am-12noon

Mon-Fri

SatNO 2 2 2 2 2 0

P Angle (informal) NO 5 3 5 3 5 1

P Angle (linemarked) NO 18 16 18 17 12 4

Templeton Street

Barkers Street

N Hargraves StreetBarkers Street &

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Bus Zone NO 1 0 0 0 0 0

P Angle NO 21 22 23 21 17 8

2P Angle8am-6pm

8am-12noon

Mon-Fri

SatNO 13 7 12 10 8 5

2P Angle Disabled Only NO 2 0 1 0 0 0

2P Angle8am-6pm

8am-12noon

Mon-Fri

SatNO 20 11 21 16 14 14

P Angle (90o) NO 13 14 15 15 9 4

P Angle (60o) NO 9 8 9 7 7 8

No Standing NO 3 1 0 0 0 0

Unrestricted YES 10 2 1 0 0 0

P Angle (kerb parallel) YES 15 12 13 13 10 7

P Angle (centre 90o) NO 22 6 14 16 15 9

1 1/2P8am-6pm

8am-12noon

Mon-Fri

Sat(centre 90

o) NO 27 7 12 20 14 11

1P8am-6pm

8am-12noon

Mon-Fri

Sat(kerb parallel) YES 5 5 2 3 1 2

P Maternal & Child Health Nurse Only Mon-Fri (kerb parallel) NO 1 1 0 1 1 1

1/2 P8am-6pm

8am-12noon

Mon-Fri

Sat(kerb parallel) NO 3 1 2 3 1 2

P Disabled Only (kerb parallel) NO 2 1 0 0 1 2

No Standing NO 2 0 0 0 0 0

1P8am-6pm

8am-12noon

Mon-Fri


1P

Loading Zone

10am-6pm, 10am-12pm

8am-10am

Mon-Fri, Sat

All Other Times(parallel) NO 2 0 1 0 1 1

1P8am-6pm

8am-12noon

Mon-Fri


Loading Zone (parallel) NO 1 0 0 0 0 0

1P8am-6pm

8am-12noon

Mon-Fri


Templeton Street

Mechanics Avenue&

W

E

Barkers Street

&

Templeton Street

Lyttleton Street

STempleton Street

Kennedy Street

EKennedy Street &

&

Lyttleton Street

Frederick StreetHargraves Street &

Barkers Street Kennedy Street

N

Frederick Street Barkers Street

Lyttleton Street

&

Barkers Street&

Templeton Street 8am-12noon Sat1P Disabled Only (parallel) NO 1 0 1 0 0 0

No Parking9:30am-10:30am

1pm-2:30pm

Mon, Wed, Fri(parallel) NO 2 2 2 2 2 2

1/4P Parallel9am-5pm

9am-12noon

Mon-Fri


Unrestricted(off street informal gravel

Private P)NO 8 6 8 7 5 7

Disabled Only(off street informal gravel

Private P)NO 1 0 0 0 0 1

Mechanics Avenue&

Frederick Street&

Barkers Street

E

N

S

Mechanics Avenue

&

Barkers Street

Templeton Street

Frederick Street

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Demand


1P8am-6pm

8am-12noon

Mon-Fri


1/4P8am-6pm

8am-12noon

Mon-Fri


1/4P8am-6pm

8am-12noon

Mon-Fri


1/2P Disabled Only 8am-6pm (kerb parallel) NO 1 1 0 0 0 0

1P8am-6pm

8am-12noon

Mon-Fri


1/2P8am-6pm

8am-12noon

Mon-Fri

Sat(centre 90

o) NO 11 11 11 9 10 2

2P8am-6pm

8am-12noon

Mon-Fri

Sat(centre 90

o) NO 7 7 7 4 6 2

1P 8am-6pm NO 3 3 3 3 1 3

Loading Zone 8am-6pm NO 1 0 1 0 0 0

Mechanics Avenue & Templeton Street 1P8am-6pm

8am-12noon

Mon-Fri

SatNO 3 3 2 1 1 2

E Templeton Street & Mechanics Avenue No Standing NO 5 0 0 0 0 0

P Parallel NO 5 5 5 5 5 4

2P9am-5pm

9am-12noon

Mon-Fri

Sat(90

o) NO 1 1 1 0 0 1

P Disabled Only (90o) NO 1 0 1 0 0 0

P 90o NO 3 2 3 2 1 0

P Parallel Disabled Only NO 1 0 0 0 0 0

No StandingCouncil Authorised

Vehicles Accepted(paralell) NO 11 5 4 5 6 1

P Parallel NO 2 2 2 1 2 2

Frederick Street E Mechanics Avenue & Lyttleton Street No Standing NO 5 0 0 0 0 0

1/2P8am-6pm

8am-12noon

Mon-Fri


2P8am-6pm Mon-Fri

(centre 90o) NO 3 3 2 3 1 1

Lyttleton Street&

Lyttleton Street

Barkers Street

N

Mechanics StreetE

The Cube/Laneway

Barkers Street Frederick Street

Mechanics Avenue

&

&

&

W

The CUBE / Laneway off-street parking

(adjacent to the Continuing Education Centre)

Frederick Street

Frederick Street

Lyttleton Street

2P8am-6pm

8am-12noon

Mon-Fri

Sat(centre 90

o) NO 3 3 2 3 1 1

No StandingVehicles on Council or

Public Business Only(centre 90

o) NO 5 1 2 3 0 3

1P8am-6pm

8am-12noon

Mon-Fri


2P8am-6pm

8am-12noon

Mon-Fri

Sat(centre 90

o) NO 18 17 18 17 13 4

Hargraves Street Urquhart Street P 60o Angle MIXED 27 6 24 19 13 6

W Lyttleton Street & Templeton Street P 60o Angle YES 16 15 16 14 15 5

E Templeton Street & Lyttleton Street Bus Zone

8:15am-9:15am, 3:15pm-4:15pm

P Parallel

School Days

All Other TimesNO 6 1 0 0 0 0

The Cube/Laneway

N

Hargraves Street

&

Hargraves Street

&

Lyttleton Street

The Cube/Lane

Frederick Street

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Demand


Unrestricted (informal gravel parallel) (informal gravel parallel) YES 8 2 2 2 4 2

Unrestricted (informal gravel 60 degree) (informal gravel 60o) NO 11 3 5 7 7 3

Lyttleton Avenue & Hargraves Street P 45o Angle (informal gravel, estimated) NO 14 13 14 13 12 4

1P8am-6pm

8am-12noon

Mon-Fri


1P Disabled Only (kerb parallel) NO 1 0 0 0 0 0

1P [1]8am-6pm

8am-12noon

Mon-Fri


No Standing Police Vehicles Excepted (kerb parallel) NO 2 1 0 1 0 2

Loading Zone (kerb parallel) NO 1 0 0 0 1 0

1P8am-6pm

8am-12noon

Mon-Fri


1/2P8am-6pm

8am-12noon

Mon-Fri


1P8am-6pm

8am-12noon

Mon-Fri


Loading Zone 1pm-5pm (kerb parallel) NO 1 0 1 1 1 1

1P8am-6pm

8am-12noon

Mon-Fri


P (kerb parallel) YES 14 11 14 14 9 3

Kennedy Street E Lyttleton Street & Mostyn Street Unrestricted (informal) YES 17 0 0 0 0 0

Unrestricted (informal gravel shoulder) YES 8 6 7 6 6 1

Unrestricted (formal) YES 9 9 9 8 9 1

P (centre 90o) NO 40 32 31 34 32 11

1P9am-5pm

9am-12noon

Mon-Fri


2P8am-6pm

8am-12noon

Mon-Fri

Sat(centre 90

o) NO 9 8 9 9 9 2


1/2P9am-5pm

9am-12noon

Mon-Fri


Barkers Street&Hargraves Street

Lyttleton Avenue

Barkers Street

Lyttleton Street

&

S

&

Kennedy Street

Urquhart Street

& Barkers StreetKennedy StreetNMostyn Street

1/2P9am-12noon Sat

(kerb parallel) NO 4 3 1 1 1 0

2P Motorcycle Only 8am-6pm (centre 90o) NO 12 0 0 0 0 0

2P8am-6pm

8am-12noon

Mon-Fri

Sat(centre 90

o) NO 9 9 8 4 9 1

1P8am-6pm

8am-12noon

Mon-Fri

SatNO 4 0 3 2 2 0

Loading Zone NO 1 0 0 0 1 0

1P8am-6pm

8am-12noon

Mon-Fri

SatNO 6 0 3 2 4 0

1/4P8am-6pm

8am-12noon

Mon-Fri

SatNO 1 1 0 0 1 0

1P8am-6pm

8am-12noon

Mon-Fri

SatNO 3 3 1 3 2 2


1P8am-6pm

8am-12noon

Mon-Fri

SatNO 6 3 4 5 2 3

E

Lyttleton Street&Mostyn Street

&Lyttleton Street Mostyn Street

W

Barker Street

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Demand


Loading Zone (kerb parallel) NO 1 0 0 0 0 0


1P8am-6pm

8am-12noon

Mon-Fri


1P Disabled Only (kerb parallel) NO 1 1 0 1 0 0

1P8am-6pm

8am-12noon

Mon-Fri

Sat(centre 90

o) NO 21 19 21 16 21 9

1/4P8am-6pm

8am-12noon

Mon-Fri

Sat(centre 90

o) NO 5 4 5 5 5 3


1P9am-5pm

9am-12noon

Mon-Fri

SatNO 9 4 7 4 6 2

2P8am-6pm

8am-12noon

Mon-Fri

SatNO 22 19 21 18 16 6

2P8am-6pm

8am-12noon

Mon-Fri

Sat(informal) NO 3 3 3 3 3 0

P Disabled Only NO 1 1 0 1 0 0


1P8am-6pm

8am-12noon

Mon-Fri

SatNO 3 3 3 3 3 3

1P Disabled Only NO 1 1 1 0 0 0


1P8am-6pm

8am-12noon

Mon-Fri

SatNO 3 3 3 2 3 3

1P8am-6pm

8am-12noon

Mon-Fri

Sat(centre 90

o) NO 23 23 23 21 23 20

W Mostyn Street & Lyttleton Street 1P8am-6pm

8am-12noon

Mon-Fri

SatNO 14 6 10 11 13 10

1P 45o Angle 8am-6pm NO 22 7 14 14 12 15

No Standing (linemarked space) NO 1 0 0 0 0 0

Mostyn Street &

Mostyn Street

Frederick Street

N

Westpac / Chemmart Pharmacy

off-street carpark

E

Lyttleton StreetW

Hargraves Street

&

Frederick Street&Barkers StreetN

Mostyn Street

Hargraves StreetFrederick Street

Lyttleton Street Mostyn Street&

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Demand


1P8am-6pm

8am-12noon

Mon-Fri

SatNO 4 3 4 5 4 3

Loading Zone 8am-6pm NO 1 0 1 0 0 0

2P8am-6pm

8am-12noon

Mon-Fri

Sat(centre 90

o) NO 17 13 15 16 12 14

2P Parallel8am-6pm

8am-12noon

Mon-Fri

SatNO 1 0 1 1 1 1

2P Angle8am-6pm

8am-12noon

Mon-Fri

SatNO 7 3 5 4 4 1

2P8am-6pm

8am-12noon

Mon-Fri

Sat(centre 90

o) NO 6 6 5 5 5 4

P 45o Angle (estimated) NO 17 8 8 8 5 1

P 45o Angle NO 19 9 13 13 11 1

No Standing (45o) NO 4 0 0 0 0 0

P (parallel) NO 3 3 3 3 3 2

1P8am-6pm

8am-12noon

Mon-Fri

SatNO 4 4 4 2 4 2

Loading Zone8am-6pm

8am-12noon

Mon-Fri

SatNO 1 0 1 1 0 0

1P8am-8pm

8am-12noon

Mon-Fri

SatNO 8 7 7 3 8 6

Taxi Zone NO 5 2 0 0 0 0

No Parking NO 6 0 0 0 0 0

Bus Zone NO 3 0 0 0 0 0

1P8am-6pm

8am-12noon

Mon-Fri

SatNO 8 6 7 1 6 0

Barker Street E Mostyn Street & Forest Street 1P8am-6pm

8am-12noon

Mon-Fri

SatNO 10 7 8 3 6 1

1P 8am-6pm NO 7 3 5 5 6 2

1P8am-6pm Vehicles Exceeding

7 metres onlyNO 2 0 0 0 1 0

Frederick Street

N

Forest Street &

Urquhart Street

Union Street

Barker Street

S

Mostyn Street

N

&

Lyttleton Avenue&Hargraves Street

Lyttelton Street

Hargraves Street

Urquhart Street&

&

Union Street

&Frederick Street

Frederick Street&Hargraves Street

Barkers Street

7 metres only2P 8am-6pm NO 60 56 55 43 42 26



No StandingCouncil Authorised

Vehicles AcceptedNO 2 1 1 1 0 0

P 30min NO 4 2 4 4 4 0

1P8am-6pm Vehicles Exceeding

7 metres onlyNO 1 0 0 0 0 1

1P 8am-6pm NO 2 2 2 1 0 0

1P 8am-6pm NO 4 3 2 2 1 0

Forest Street N Frederick Street Hargraves Street&

IGA Supermarket

WEST off-street carpark

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Demand


Unrestricted NO 34 21 25 25 26 12


NO 2 2 0 0 1 1

Unrestricted NO 32 30 24 23 15 8

W Forest Street & Mostyn Street 1P 45o Angle

8am-6pm

8am-12noon

Mon-Fri

SatNO 13 10 13 12 11 13

1 1/2P 45o Angle

8am-6pm

8am-12noon

Mon-Fri

SatNO 3 3 3 2 3 3

No Standing [2] (linemarked space) NO 1 0 0 0 1 1

1P8am-6pm

8am-12noon

Mon-Fri

SatNO 13 7 12 9 11 11

Forest Street N Hargraves Street & Union Street 1P 8am-6pm (missing parking end sign) NO 9 2 8 4 3 1

Union Street W Forest Street & Mostyn Street Unrestricted (informal estimated supply) YES 14 7 7 7 6 3

Loading Zone YES 1 1 1 0 0 1

1P 8am-6pm YES 9 3 4 1 2 0

Unrestricted(parallel informal, missing

parking end sign)YES 13 9 6 8 3 2

Unrestricted (parallel, informal) NO 6 3 2 3 0 2

Unrestricted (parallel) YES 3 0 0 0 2 0

P NO 11 7 8 7 6 2

2P NO 2 0 0 0 1 0

Loading Zone8am-6pm

8am-12noon

Mon-Fri

Sat(missing parking end signs) NO 6 2 1 0 0 0

2P (missing parking end signs) NO 2 2 1 1 1 2

1/2P8am-6pm

8am-12noon

Mon-Fri

SatNO 4 2 0 3 2 0

1/2P Disabled Only NO 1 0 0 1 0 0

1P8am-6pm

8am-12noon

Mon-Fri

SatNO 5 0 1 3 3 0

1/2P9am-5pm Mon-Fri

NO 6 6 2 0 3 3

Barkers Street

SForest Street

IGA Supermarket

EAST off-street carpark

IGA Supermarket undergound off-street carpark

Hargraves Street

Mostyn Street

Forest StreetW

E Forest Street&

Urquhart Street

Barkers Street&

Forest Street Urquhart Street

Hargraves Street

&Union Street

Hargraves Street

N

&

Mostyn Street&

IGA Home Delivery Vehicles Only

1/2P9am-5pm

9am-12noon

Mon-Fri

SatNO 6 6 2 0 3 3

Loading Zone9am-5pm

9am-12noon

Mon-Fri

SatNO 2 0 0 2 0 1

P (informal gravel shoulder) YES 9 9 8 7 8 0

P YES 8 3 3 4 4 1

Mostyn Street & Lyttleton Street Unrestricted (estimated as 60o

P) NO 46 0 1 0 0 0

Lyttleton Street & Templeton Street Unrestricted (estimated as 60o

P) NO 28 16 16 12 13 10

[1] - Differeny End Signs - either 1P or 1P 8am-6pm Mon-Fri, 8am-12noon Sat 1492 942 1054 963 910 574

[2] - Parking Signage and Linemarking conflicts 63% 71% 65% 61% 38%

1492 1492 1492 1492 1492

# Road resurfacing works, 0 supply

# 'Illegal' parking within non-parking areas 550 438 529 582 918

# Construction vehicles associated with developemnt on NW corner of Barkers St/Templeton St increased parking demands

# Car Double Parked

Mostyn Street S

Kennedy Street W

Kennedy Street&Barkers Street

Vacancies

Occupancy

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Appendix A


draft

Parking Supply & Demand

The following figures have been prepared to illustrate the available parking on each of the Streets within the

Castlemaine CBD Parking Study Area during the peak parking observed time of 11:00am Thursday 11

February 2010.

The figures include the following restrictions: 1/4P, P 30min, 1/2 P, 1P, 1 1/2P, 2P, 2P Motorcycle Only, P,

Unrestricted, 1/2P Disabled Only, 1P Disabled Only, 2P Angle Disabled Only, Disabled Only & P Disabled

Only.

0

50

100

150

200

250

300

350


Castlemine Off Street Parking

Supply

Demand

0

20

40

60

80

100

120

140


Kennedy Street Parking

Supply

Demand

0

10

20

30

40

50

60

70

80


Barkers Street Parking

Supply

Demand

0

10

20

30

40

50

60

70

80

90

100


Hargraves Street Parking

Supply

Demand

0

20

40

60

80

100

120

140

160

180


Templeton Street Parking

Supply

Demand

0

50

100

150

200

250


Lyttleton Street Parking

Supply

Demand

0

50

100

150

200

250

300


Mostyn Street Parking

Supply

Demand

0

10

20

30

40

50

60

70

80


Forest Street Parking

Supply

Demand

Appendix A


draft

0

2

4

6

8

10

12

14

16


Frederick Street Parking

Supply

Demand

0

2

4

6

8

10

12

14

16


Union Street Parking

Supply

Demand

0

2

4

6

8

10

12

14


Mechanics Avenue Parking

Supply

Demand

Appendix B


draft

Appendix B

Appendix B

Duration of Stay Results

Client ID: IM14710 Date: Fri 12/02/10Job Name: Castlemaine P Study Weather: Fine

Location: Lyttleton Street, Castlemaine

Legend:Reg. No. Record last four digits when vehicle is parked in space

(Y463) Record last four digits if new vehicle is parked in space.1 Indicates the same vehicle is parked in the same space. Client ID: IM14710 Date: Fri 12/02/10

Blank Indicates no vehicle is parked in the space. Job Name: Castlemaine P Study Weather: FineLocation: Lyttleton Street, Castlemaine

DURATION OF STAY SURVEY

Time

11:00 AM 11:30 AM 12:00 PM 12:30 PM 1:00 PM 1:30 PM 2:00 PM Time Period Occ.Total Time

PeriodsOccupancy Time Period Occ. No. of Cars

Average

Duration (hrs)

Average

Duration (h:mm)

1 C818 1 1 Z402 O344 L363 R784 1 7 7 100% 7 5 0.70 0:42

2 I043 1 1 1 M855 B922 T283 2 7 7 100% 7 4 0.88 0:52

3 T989 1 V641 E583 M495 P353 L789 3 7 7 100% 7 6 0.58 0:35

4 Y033 A326 W988 F868 I019 U599 B288 4 7 7 100% 7 7 0.50 0:30

5 H515 J930 D959 1152 U085 5 5 7 71% 5 5 0.50 0:30

6 M192 1 B747 M839 R076 J955 T073 6 7 7 100% 7 6 0.58 0:35

7 Y284 Z703 1 Z744 J238 E133 7 6 7 86% 6 5 0.60 0:36

8 C714 1 F598 M305 O672 1 M200 8 7 7 100% 7 5 0.70 0:42

9 E355 8291 V967 V634 MAZS 1 1 9 7 7 100% 7 5 0.70 0:42

10 S654 T205 P118 B263 O529 V326 I716 10 7 7 100% 7 7 0.50 0:30

11 N305 E874 K793 A564 V159 X025 11 6 7 86% 6 6 0.50 0:30

12 W353 1 W047 1 R013 ENN5 K327 12 7 7 100% 7 5 0.70 0:42

13 R915 I704 I987 1 J607 N531 O930 13 7 7 100% 7 6 0.58 0:35

14 M805 A414 K442 I560 1 B921 14 6 7 86% 6 5 0.60 0:36

Space Space

Level of Occupancy Duration of Stay

15 I482 W230 U267 1 O554 W988 15 6 7 86% 6 5 0.60 0:36

16 R434 1 O818 S829 M305 16 5 7 71% 5 4 0.63 0:37

Total Demand 15 16 13 15 16 14 15 Totals 104 112 93% 104 86 0.60 0:36

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Time



Average

Duration (hrs)

Average

Duration (h:mm)

1 G499 U993 1 M402 1 X599 1 1 7 7 100% 7 4 0.88 0:52

2 L561 1 Y886 G532 2 4 7 57% 4 3 0.67 0:40

3 W479 1 1 G246 3 4 7 57% 4 2 1.00 1:00

4 NOLA MAZS 1 1 O022 4 5 7 71% 5 3 0.83 0:50

5 T139 1 5 2 7 29% 2 1 1.00 1:00

6 T635 V637 C680 1 F598 B093 V445 6 7 7 100% 7 6 0.58 0:35

7 ZZA0 Y662 C576 1 S964 I700 7 6 7 86% 6 5 0.60 0:36

8 A102 1 S964 1 N815 1 8 6 7 86% 6 3 1.00 1:00

9 C881 V710 8888 C818 E661 9 5 7 71% 5 5 0.50 0:30

10 R785 1 D198 R785 1 Y708 10 6 7 86% 6 4 0.75 0:45


Space Space


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Average Duration

(hrs)

Average Duration

(h:mm)

1 Q377 1 1 1 D558 1 G993 1 7 7 100% 7 3 1.17 1:10

2 T739 M402 R434 C953 L010 1 1 2 7 7 100% 7 5 0.70 0:42

3 R304 1 Q752 T253 S209 N282 F489 3 7 7 100% 7 6 0.58 0:35

4 L074 1 Q029 17UX X464 1 1 4 7 7 100% 7 4 0.88 0:52

5 J963 1 O756 R434 C624 1 1 5 7 7 100% 7 4 0.88 0:52

6 F498 1 G551 T795 A349 B278 6 6 7 86% 6 5 0.60 0:36

7 A542 Q752 6JCL 1 1 7 5 7 71% 5 3 0.83 0:50

8 O925 C310 Q029 M745 G533 8 5 7 71% 5 5 0.50 0:30

9 O756 1 R779 1 1 E563 9 6 7 86% 6 3 1.00 1:00

10 E871 ZZA0 S308 W701 10 4 7 57% 4 4 0.50 0:30

11 M220 1 1 H604 R446 1 1 11 7 7 100% 7 3 1.17 1:10

12 G193 D537 1 1 N836 1 1 12 7 7 100% 7 3 1.17 1:10

13 G579 G299 1 1 1 B914 U059 13 7 7 100% 7 4 0.88 0:52

14 D300 1 1 1 1 K668 A949 14 7 7 100% 7 3 1.17 1:10

15 W890 1 1 D851 15 4 7 57% 4 2 1.00 1:00

16 E555 1 E379 1 Y909 1 1 16 7 7 100% 7 3 1.17 1:10

17 N906 1 1 1 1 1 1 17 7 7 100% 7 1 3.50 3:30

18 I520 S236 1 1 L281 1 1 18 7 7 100% 7 3 1.17 1:10

Space

Time

Space


18 I520 S236 1 1 L281 1 1 18 7 7 100% 7 3 1.17 1:10

19 S574 Q431 W480 V613 19 4 7 57% 4 4 0.50 0:30

20 P063 1 U425 1 U744 R885 1 20 7 7 100% 7 4 0.88 0:52

21 Z983 1 W043 1 1 T785 1 21 7 7 100% 7 3 1.17 1:10

22 T989 Z939 C457 1 1 1 R506 22 7 7 100% 7 4 0.88 0:52

23 C504 1 37MN S201 1 L533 Z963 23 7 7 100% 7 5 0.70 0:42

24 K310 A397 1 J376 R141 K443 24 6 7 86% 6 5 0.60 0:36

25 G640 1 1 W425 1 F687 25 6 7 86% 6 3 1.00 1:00

26 O276 1 D423 1 1 Y304 26 6 7 86% 6 3 1.00 1:00

27 L363 1 1 E734 1 27 5 7 71% 5 2 1.25 1:15

28 Y889 F190 1 F474 1 28 5 7 71% 5 3 0.83 0:50


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Time



Average

Duration (hrs)

Average

Duration (h:mm)

1 Q941 Q941 Q941 1 3 7 43% 3 3 0.50 0:30


Space Space


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Time



Average

Duration (hrs)

Average

Duration (h:mm)

1 D053 1 1 7 14% 1 1 0.50 0:30

2 G943 1 1 1 1 1 2 6 7 86% 6 1 3.00 3:00

3 Q298 1 V808 3 3 7 43% 3 2 0.75 0:45

4 F929 L245 I077 1 1 1 4 6 7 86% 6 3 1.00 1:00

5 J758 1 F729 S606 5 4 7 57% 4 3 0.67 0:40

6 E443 1 1 1 6 4 7 57% 4 1 2.00 2:00

7 N214 X604 1 7 3 7 43% 3 2 0.75 0:45


Space Space


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Client ID: IM14710 Date: Sat 21/1/02Job Name: Castlemaine P Study Weather: Fine

Location: Mostyn Street, Castlemaine


(Y463) Record last four digits if new vehicle is parked in space.1 Indicates the same vehicle is parked in the same space. Client ID: IM14710 Date: Sat 21/1/02

Blank Indicates no vehicle is parked in the space. Job Name: Castlemaine P Study Weather: FineLocation: Mostyn Street, Castlemaine




Average

Duration (hrs)

Average Duration

(h:mm)

1 H515 H096 O205 1 1 1 1 6 7 86% 6 3 1.00 1:00

2 O829 Q941 E087 M201 2 4 7 57% 4 4 0.50 0:30

3 S332 1 H662 W768 3 4 7 57% 4 3 0.67 0:40


Space

Time

Space


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Client ID: IM14710 Date: Sat 21/1/02Job Name: Castlemaine P Study Weather: Fine




Blank Indicates no vehicle is parked in the space. Job Name: Castlemaine P Study Weather: FineLocation: Mostyn Street, Castlemaine




Average

Duration (hrs)

Average Duration

(h:mm)

1 D156 T703 V031 U889 O273 M798 E994 1 7 7 100% 7 7 0.50 0:30

2 D266 1 Y991 1 V287 B816 L363 2 7 7 100% 7 5 0.70 0:42

3 H493 I023 1 Q407 Q155 F309 F309 3 7 7 100% 7 6 0.58 0:35

4 O661 R195 O381 S229 Q096 1 I100 4 7 7 100% 7 6 0.58 0:35

5 CHEL O806 F307 O455 T589 1 M200 5 7 7 100% 7 6 0.58 0:35


Space

Time

Space


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Client ID: IM14710 Date: Sat 21/1/02

Job Name: Castlemaine P Study Weather: Fine


Legend:

Reg. No. Record last four digits when vehicle is parked in space


Blank Indicates no vehicle is parked in the space. Job Name: Castlemaine P Study Weather: Fine





Average Duration

(hrs)

Average Duration

(h:mm)

1 W147 1 K578 I704 Y659 1 1 1 7 7 100% 7 4 0.88 0:52

2 Z952 1 I867 J950 1 1 2 6 7 86% 6 3 1.00 1:00

3 W336 1 1 1 3 4 7 57% 4 1 2.00 2:00

4 A183 J426 1 K174 U943 4 6 8 75% 6 5 0.60 0:36

5 G053 J315 L245 1 R849 MAF4 P467 5 7 7 100% 7 6 0.58 0:35

6 K156 P428 1 M130 I064 I520 MAI4 6 7 7 100% 7 6 0.58 0:35

7 A366 F720 P413 U781 L542 P064 7 6 7 86% 6 6 0.50 0:30

8 A251 SLY816 1 1 MVU876 8 5 7 71% 5 3 0.83 0:50

9 2WIN 1 1 1 1 1 1 9 7 7 100% 7 1 3.50 3:30

10 A196 1 V980 X422 R242 10 5 7 71% 5 4 0.63 0:37

11 V710 A918 1 D167 H703 1 M693 11 7 7 100% 7 5 0.70 0:42

12 C919 A450 1 D992 A988 1 12 6 7 86% 6 4 0.75 0:45

13 T982 1 P992 C615 1 13 5 7 71% 5 3 0.83 0:50

14 K024 1 S654 F997 1 Q218 14 6 7 86% 6 4 0.75 0:45

15 K462 T989 1 1 1 G878 15 6 7 86% 6 3 1.00 1:00

16 E357 W853 1 1 1 1 1 16 7 7 100% 7 2 1.75 1:45

17 N780 G796 R268 R999 U300 G796 1 17 7 7 100% 7 6 0.58 0:35

18 R352 P607 P321 1 I023 F663 V960 18 7 7 100% 7 6 0.58 0:35

19 P607 F551 M875 H778 V402 F867 O239 19 7 7 100% 7 7 0.50 0:30

20 U776 L850 M805 N162 F143 K627 Z062 20 7 7 100% 7 7 0.50 0:30

21 E546 A614 F845 1 Z695 1 21 6 7 86% 6 4 0.75 0:45

22 V349 1 E421 Z695 1 U983 1 22 7 7 100% 7 4 0.88 0:52

23 X322 0009 Y405 Z222 1 C632 T095 23 7 7 100% 7 6 0.58 0:35

24 N285 G960 L728 1 X022 T497 W594 24 7 7 100% 7 6 0.58 0:35

25 D429 F599 J852 1 M592 C882 J955 25 7 7 100% 7 6 0.58 0:35

26 F599 L739 U298 H492 1 U487 1 26 7 7 100% 7 5 0.70 0:42

27 L739 Q564 V999 V601 A344 W031 27 6 7 86% 6 6 0.50 0:30

28 Y905 1 F060 X507 Z419 E122 28 6 7 86% 6 5 0.60 0:36

29 J344 U223 W567 C063 1 1 C618 29 7 7 100% 7 5 0.70 0:42

30 Q490 1 X435 G968 P360 S200 R261 30 7 7 100% 7 6 0.58 0:35

31 T167 E682 V287 RLE3 L548 J769 NDOM 31 7 7 100% 7 7 0.50 0:30

32 I704 V287 C049 V287 S031 O761 A349 32 7 7 100% 7 7 0.50 0:30

33 W159 W913 N641 C049 Q272 U151 33 6 7 86% 6 6 0.50 0:30

34 I910 G991 A663 F322 O552 R597 34 6 7 86% 6 6 0.50 0:30

35 R261 1 1 P073 K018 1 35 6 7 86% 6 3 1.00 1:00

36 V792 C043 L670 M779 1 36 5 7 71% 5 4 0.63 0:37

Space

Time

Space


37 V957 1 1 G196 1 1 TRI650 37 7 7 100% 7 3 1.17 1:10

38 X626 I492 R590 1 1 1 1 38 7 7 100% 7 3 1.17 1:10

39 H236 1 F202 1 G983 M181 D383 39 7 7 100% 7 5 0.70 0:42

40 A027 1 V921 M808 M834 U430 ENN5 40 7 7 100% 7 6 0.58 0:35

41 Y041 0821 I704 G532 U425 Q766 Y468 41 7 7 100% 7 7 0.50 0:30

42 F684 B834 H222 L548 T676 T744 V159 42 7 7 100% 7 7 0.50 0:30

43 M339 1 X107 W091 M849 43 5 7 71% 5 4 0.63 0:37

44 R840 1 1 1 M173 U790 Z928 44 7 7 100% 7 4 0.88 0:52

45 D189 1 T761 1 Y886 U151 P992 45 7 7 100% 7 5 0.70 0:42

46 T845 U383 N162 T635 1 E154 R216 46 7 7 100% 7 6 0.58 0:35

47 V713 0074 ZZA0 T953 Y909 H677 47 6 7 86% 6 6 0.50 0:30

48 N634 1 STPL T982 F190 1 Y834 48 7 7 100% 7 5 0.70 0:42

49 O812 1 1 A197 E414 G276 E537 49 7 7 100% 7 5 0.70 0:42

50 R046 1 R403 Z939 30NH L363 50 6 7 86% 6 5 0.60 0:36

51 X546 1 Q372 P771 1 WCB537 51 6 7 86% 6 4 0.75 0:45

52 H627 M461 U172 L335 U443 N282 52 6 7 86% 6 6 0.50 0:30

53 M254 R411 F781 1 V907 A051 Z109 53 7 7 100% 7 6 0.58 0:35

54 G155 L477 C310 J973 B353 L594 54 6 7 86% 6 6 0.50 0:30

55 P384 OXY1 N540 J756 55 4 7 57% 4 4 0.50 0:30

56 C641 P915 Q282 U835 E213 56 6 8 75% 6 6 0.50 0:30

57 E515 1 C254 Z491 T931 V292 57 6 7 86% 6 5 0.60 0:36

58 T183 C333 E572 V292 58 4 7 57% 4 4 0.50 0:30

59 X298 F489 1 1 J955 59 6 8 75% 6 4 0.75 0:45

60 P585 1 Y994 L730 60 4 7 57% 4 3 0.67 0:40

61 E751 S283 Z952 1 1 61 5 7 71% 5 3 0.83 0:50

62 B903 62 1 7 14% 1 1 0.50 0:30


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Railway Carpark

9:15am

Railway Carpark

4:00pm

V/Line STAFF

ONLY

V/Line STAFF

ONLY

Motorcycle

Parking

Motorcycle

Parking

Railway Carpark

9:15am

Railway Carpark

4:00pm

Kennedy

Overflow/

Shoulder

9:27am

Kennedy

Overflow/

Shoulder

4:00pm

Salvo's frontage

9:30am

Salvo's frontage

4:00pm

NGA7 983B S920 O474 ycle ycle 983B N009 D844 1 X890 V711

T048 1 J921 F921 Z646 W990

1LVF C423 C423 B698 E872

09CY 1 A105 1 Y319 1 E537

C040 1 H102 B265 W042 1 P782

R650 Y482 M351 U472 P114 I219

L809 R341 S990 C442 1

I610 1 V415 1 L167

H662 G965 1 D416 1

R341 R916 1 R863 Y240

O960 1 G936 1 D720

C396 1 Z201 K997 1

M495 R100 1 P993 1

A820 1 J561 1 Y240 A585

K560 S870 1

W502 1 TK50

T832 Y214 A441 1

F170 P074 E857 1

C685 1 P074

K136 J797 1

I434 C755 1

K689 I034 1

I124 1 Q802

C206 1 K136

Q126 1 U254

C387 1 I434

E454 1 N516 1

O568 1 U905 1

K879 1 Q843 1

C980 1 P413

D106 V552 1

F603 1 C644

L739 1 M911 1

X856 1 M689

W418 B971 R344 1

N967 N658

J536 X191 1

O485 1 Y416

P516 1 L974

B276 1 O849

S460 1 S330 1

N472 1 J790 1

S168 1 M027 1

U637 1 S482

S902 S426 1

P602 B936 Z120

N938 ZZ21

C692 1 B971

Q437 1 O081 1

D094 1 W111 1

X551 Y794 1

I394 1 V090 1

I512 Y554

P436 1 C990 1

Q820 1 U606 1

H569 1 S902

Z264 W583 1

I797 1 N938

H250 1 U071 1

M944 1 U834 1

I092 1 M203 1

H584 R653 U984 1

V133 1

Y914 M988

Q474

L023

X551

Q765 1

Y902

M334 1

C428 O234

D492 1

Z487 1

H283 1

G694 1

R653

Q400

V419 1

Page 1 of 1

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P:\IM14000-14990\IM14710\Survey\100215xls-IM14710-Railway Carpark Duration of Stay Survey.xls\Analysis (2)

Brisbane

GTA Consultants (QLD) Pty Ltd t/a

GTA Consultants

ABN: 98 137 610 274

A Level 6, 269 Wickham Street

PO Box 555

FORTITUDE VALLEY QLD 4006

P +617 3113 5000

F +617 3113 5010

E [email protected]

Sydney

GTA Consultants (NSW) Pty Ltd t/a

GTA Consultants

ABN: 31 131 369 376

A Level 2, 815 Pacific Highway

CHATSWOOD NSW 2067

PO Box 5254

WEST CHATSWOOD NSW 1515

P +612 8448 1800

F +612 8448 1810

E [email protected]

Melbourne

Greg Tucker & Associates Pty Ltd t/a

GTA Consultants

ABN: 34 005 839 645

A 87 High Street South

PO Box 684

KEW VIC 3101

P +613 9851 9600

F +613 9851 9610

E [email protected]

Canberra


GTA Consultants

ABN: 34 005 839 645

A Level 11, 60 Marcus Clarke Street

CANBERRA ACT 2601

PO Box 1109

CIVIC SQUARE ACT 2608

P +612 6243 4826

F +612 6243 4848

E [email protected] www.gta.com.au www.gta.com.au

Brisbane

GTA Consultants (QLD) Pty Ltd t/a

GTA Consultants

ABN: 98 137 610 274

A Level 6, 269 Wickham Street

PO Box 555

FORTITUDE VALLEY QLD 4006

P +617 3113 5000

F +617 3113 5010

E [email protected]

Sydney

GTA Consultants (NSW) Pty Ltd t/a

GTA Consultants

ABN: 31 131 369 376

A Level 2, 815 Pacific Highway

CHATSWOOD NSW 2067

PO Box 5254

WEST CHATSWOOD NSW 1515

P +612 8448 1800

F +612 8448 1810

E [email protected]

Melbourne


GTA Consultants

ABN: 34 005 839 645

A 87 High Street South

PO Box 684

KEW VIC 3101

P +613 9851 9600

F +613 9851 9610

E [email protected]

Canberra


GTA Consultants

ABN: 34 005 839 645

A Level 11, 60 Marcus Clarke Street

CANBERRA ACT 2601

PO Box 1109

CIVIC SQUARE ACT 2608

P +612 6243 4826

F +612 6243 4848

E [email protected]

Adelaide

Greg Tucker & Associates (SA) Pty Ltd t/a

GTA Consultants

ABN: 66 137 610 514

A Level 30, 91 King William Street

ADELAIDE SA 5000

P +618 8113 5383

F +618 8233 5858

E [email protected]