tit)

cvN,

TRAFFIC IMPACT ASSESSMENT PROPOSED MIXED-USE DEVELOPMENT

1899 - 1901 DANDENONG ROAD, CLAYTON 17 NOVEMBER 2017

D17-328890

*

1P,ok‘..0 Suite 2.03, 789 Toorak Road Hawthorn East, Victoria 3123

T: 61 3 9804 3610 W: obrientraffic.com

ABN 55 007 006 037

1 8 9 9 - 1901 DANDENONG ROAD, CLAYTON CLIENT: Freedom Developers

OBT JOB NUMBER: 17928

STUDY TEAM Torn Grant

Terry Hardingham

D17-328890

1 INTRODUCTION 1

2 BACKGROUND 1

3 EXISTING CONDITIONS 1

4 THE PROPOSAL 9

5 CAR PARKING 10

6 CAR PARK ACCESS & LAYOUT 11

7 BICYCLE FACILITIES 12

8 TRAFFIC GENERATION & IMPACT 12

9 CONCLUSION 13

APPENDIX A 14

APPENDIX B 18

D17-328890

1 INTRODUCTION

O'Brien Traffic has been engaged by Freedom Developers to undertake a traffic impact assessment of a proposed mixed-use development at 1899 — 1901 Dandenong Road in Clayton.

In the course of preparing this report:

• Plans and relevant documentation have been examined;

• The subject site and surrounding area have been inspected;

• Parking surveys have been undertaken and the results analysed; and

• The traffic and parking implications of the proposal have been assessed.

2 BACKGROUND

A Planning Permit (TPA/42833) was issued by Monash City Council for the development of two shops and seven dwellings on the subject site. The plans show:

• Two shops with a combined floor area of 239m2;

• Seven two-bedroom apartments; and

• Nine car spaces in a multi-stacker parking system.

It is now proposed to provide five additional dwellings on top of the approved development. It is also proposed to construct a basement car park and provide seven additional car parking spaces (including one disabled space).

3 EXISTING CONDITIONS

3.1 LOCATION A N D LAND USE

The subject site is located on the northern side of Dandenong Road approximately 15 metres east of Clayton Road. The location of the subject site is shown in Figure 1 and an aerial view of the locality is shown in Figure 2.

O'BRIEN TRAFFIC 17928REP.DOCX: 1899 - 1901 DANDENONG ROAD, CLAYTON :17 NOVEMBER 2017

D17-328890

N e S i 4 lick, ••••

Z > 0 .rg 1YTN i i s 1 P

Cr ...i 10E 3

C • , '1•00.0.•* ----.-i_

e gliI4 N 380

- . z . z 11 ii

• 2 it; 0 114,c0 ,alar,-.4.44,

I

L • eP. /4440. .

l•. :i.,)/i.i.

..z_. I ! els-, . . r *•-• -

ouA

sr .4 a a • .c,_ lif 4- a was a , • , ) . • - i a . CT 0 -.

1 • Av 2

CT 2 C9 -I

COPYRIGHT MELWAY PUBLISHING PTY. LTD. REPRODUCED WITH PERMISSION

FIGURE 1: LOCATION OF SUBJECT SITE

COPYRIGHT NEARMAP.COM.AU REPRODUCED WITH PERMISSION

FIGURE 2: AERIAL PHOTO OF SUBJECT SITE

The site, which is zoned Commercial 1, is rectangular in shape with a frontage of 10.97m to Dandenong Road, a depth of 38.58m and covers a total area of approximately 423m2. The building on the site was used previously as an opportunity shop with an approximate floor area of 125m2.

O'BRIEN TRAFFIC 17928REP.DOCX: 1899— 1901 DANDENONG ROAD, CLAYTON: 17 NOVEMBER 2017 2

D17-328890

A view of the subject site frontage to Dandenong Road is shown in Figure 3.

FIGURE 3: VIEW OF SUBJECT SITE FROM DANDENONG ROAD

3.2 SURROUNDING LAND USE

Several shops operate along this section of Dandenong Road including a milk bar, restaurant, post office and chemist. The subject site directly abuts a bottle shop to the west and a Korean takeaway shop to the east. Further west is a car yard, school and showrooms. Otherwise, land use further afield is predominantly residential in nature.

3.3 ROAD NETWORK

Dandenong Road is classified as a primary state arterial road under the care and management of VicRoads. It generally runs in a north-west to south-east orientation and in the vicinity of the site i t provides three traffic lanes in each direction separated by a central median. The posted speed limit in the vicinity of the site is 80 km/h, however, it reduces to 60 km/h during school peak periods.

Views of Dandenong Road in the vicinity of the subject site are shown in Figures 4 — 5.

FIGURE 4: DANDENONG ROAD FACING SOUTH-EAST

O'BRIEN TRAFFIC 17928REKDOCX: 1899— 1901 DANDENONG ROAD, CLAYTON :17 NOVEMBER 2017 3

D17-328890

FIGURE 5: DANDENONG ROAD FACING NORTH-WEST

Dandenong Road service road runs parallel to Dandenong Road and in the vicinity of the site has a carriageway width of approximately 7.3 metres. It provides for one-way traffic (south-east bound) with parallel parking available on both sides. The 50 km/h default speed limit applies in the service road.

A view of Dandenong Road service road in the vicinity of the subject site is shown in Figure 6.

FIGURE 6: DANDENONG ROAD SERVICE ROAD FACING SOUTH-EAST

A 3.0m wide laneway at the rear of the subject site links Clayton Road to Glenbrook Avenue and provides access to the rear of the properties fronting Dandenong Road.

Views of the laneway in the vicinity of the subject site are shown in Figures 7 — 8.

O'BRIEN TRAFFIC 17928REP.DOCX: 1899 — 1901 DANDENONG ROAD, CLAYTON : 17 NOVEMBER 2017 4

D17-328890

FIGURE 7: REAR LANEWAY FACING NORTH-WEST

FIGURE 8: REAR LANEWAY FACING SOUTH-EAST

3 . 4 AVAILABILITY OF PARKING IN THE LOCALITY

3.4.1 Parking Supply

O'Brien Traffic prepared an inventory of on-street and off-street public parking within a convenient walk of the subject site, as shown in Figure 9. This area, which is within approximately 250m walking distance of the site, contains a total of 86 parking spaces (1 hour or longer).

O'BRIEN TRAFFIC 17928REP.DOOC: 1899— 1901 DANDENONG ROAD, CLAYTON : 17 NOVEMBER 2017 5

D17-328890

FIGURE 9: PARKING SURVEY AREA

3.4.2 Parking Utilisation

O'Brien Traffic commissioned surveys of the utilisation of the above parking spaces on:

• Thursday 19 October 2017 from 9am - 5pm;

• Friday 20 October 2017 from 6pm - 9pm; and

• Saturday 21 October 2017 from 6pm - 9pm;

These times were chosen as they include typical business hours and typical evening periods when residential visitors are most likely to visit. The results of the surveys are summarised in Figure 9, with detailed results included in Appendix A.

100 86 SG

90 80 Minimum 31 vacant spaces 70 60

50 44 44 51 53 54 52 53 53

47 55 54 53 53 53 49

40 30 20 10 0

of • or Cr ;̂.• "s;• t ; • t i • ki•

Parking Supply Number of occupied spaces

FIGURE 10: CAR PARKING SURVEY RESULTS — THURSDAY 19 OCTOBER 2017

O'BRIEN TRAFFIC 17928REP.D0a: 1899 - 1901 DANDENONG ROAD, CLAYTON : 17 NOVEMBER 2017 6

D17-328890

100

90 86 86

80

70 Minimum 35 vacant spaces 60 51

47 50 44

38 40

29 30 25

21 20

10

0 18:00 18:30 19:00 19:30 20:00 20:30 21:00

Parking Supply Number of occupied spaces

FIGURE 11: CAR PARKING SURVEY RESULTS — FRIDAY 20 OCTOBER 2017

100 86 86 90

80

70 Minimum 52 vacant spaces 60

50

40 34 34 33 34 33 31 31 30

20

10

0 18:00 18:30 19:00 19:30 20:00 20:30 21:00

Parking Supply — N u m b e r of occupied spaces

FIGURE 12: CAR PARKING SURVEY RESULTS — SATURDAY 21 OCTOBER 2017

The results indicate the following:

• On the surveyed Thursday, there were a minimum of 31 vacant parking spaces at 1:30pm;

• On the surveyed Friday evening, there were a minimum of 35 vacant parking spaces at 6pm; and

• On the surveyed Saturday evening, there were a minimum of 52 vacant parking spaces at 6pm, 6:30pm and 7:30pm.

O'BRIEN TRAFFIC 17928REP.DOCX 1899— 1901 DANDENONG ROAD, CLAYTON: 17 NOVEMBER 2017 7

D17-328890

3 .5 PUBLIC TRANSPORT

The subject site is well served by bus routes within 300m walking distance (4 minutes). The nearest bus stop is directly outside the subject site.

The bus routes in the vicinity are shown in Table 1.

ROUTE NUMBER

630

ROUTE DESCRIPTION

Elwood — Monash University

631 Southland — Waverley Gardens

703 Middle Brighton — Blackburn

733 Oakleigh — Box Hill

800 Dandenong — Chadstone via Princes Highway

802 Dandenong — Chadstone via Mulgrave

804 Dandenong — Chadstone via Wheelers Hill

862 Dandenong — Chadstone via North Dandenong

900 Rowville — Caulfield

978 Elsternwick — Dandenong (Nightbus Service)

TABLE 1: NEARBY BUS SERVICES

Public t ranspor t in the v ic in i ty o f the subject site is shown in Figure 13.

O'BRIEN TRAFFIC 17928REP.D00X: 1899— 1901 DANDENONG ROAD, CLAYTON :17 NOVEMBER 2017 8

D17-328890

•

o.

441‘ c

s Oakleigh 1r5 East a E

z

untingdale 01

Express 601

•th;"s"10-p-;- ,.

630

uOU

o f f Notting , Hill

. all other . . . . . . lom

• ..,Wpekd 742

- V2141.1'21.

Monash University 6 0 1 703

• +4. # 4 . .- 6 3 0 7 3 3 IMMO,

• 631 7 3 7 1=,

.... ..... .. Ea; (.0 Monash Medical Centre

Clayton

... • . 7 7 . 7

. '

Clayton

742 69- — Subject site

N..

es

90( Sr

FIGURE 13: PUBLIC TRANSPORT LOCAL AREA MAP

4 THE PROPOSAL

It is now proposed to construct a five-storey plus basement building comprising:

• a total of 12 residential dwellings including 3 x 1-bed and 9 x 2-bed; and

• two ground floor shops with an aggregate leasable floor area of 160m2;

A total of 16 on-site car spaces (12 resident and 4 shop) are proposed in a basement

car park comprising 15 car stacker spaces and one disabled space. Vehicle access to the basement car park is proposed via a car lift accessed from the laneway at the rear.

A total of 15 bicycle spaces are proposed on the ground floor accessed via the front entry.

The proposal represents an increase in five apartments and seven additional on-site parking spaces compared to the previously approved development. In addition, there is a reduction in the leasable shop floor area by 79m2 from 239m2 to 160m2.

O'BRIEN TRAFFIC 17928REP.DOCX: 1899 — 1901 DANDENONG ROAD, CLAYTON :17 NOVEMBER 2017 9

D17-328890

o.

44111t;:i \ c

5 CAR PARKING

5.1 PLANNING SCHEME CAR PARKING REQUIREMENT

Parking policy and requirements applicable to the proposed changes in the development are specified in Clause 52.06 of the Monash Planning Scheme.

The purpose of Clause 52.06 is:

• To ensure that car parking is provided in accordance with the State Planning Policy Framework and Local Planning Policy Framework.

• To ensure the provision o f an appropriate number o f car parking spaces having regard to the demand likely to be generated, the activities on the land and the nature o f the locality.

• To support sustainable alternatives to the motor car.

• To promote the efficient use o f car parking spaces through the consolidation o f parking facilities.

• To ensure that car parking does not adversely affect the amenity o f the locality.

• To ensure that the design and location o f car parking is o f a high standard, creates a safe environment fo r users and enables easy and efficient use.

The Planning Scheme parking requirement for the proposed changes to the development is shown in Table 2.

USE SIZE PLANNING SCHEME

PARKING RATE CAR PARKING REQUIREMENT

Dwelling (resident)

3 x 1-bedroom 2 x 2-bedroom

1 space to each 1 or 2-bedroom dwelling

5 resident spaces

Dwelling (visitor)

5 dwellings 1 space for visitors to every 5

dwellings 1 visitor spaces

TOTAL 6 SPACES

TABLE 2: PLANNING SCHEME CAR PARKING REQUIREMENT

The proposed changes to the development have a Planning Scheme car parking requirement of 6 car spaces, consisting of 5 resident spaces and 1 visitor space.

The provision of 5 additional resident spaces meets the Planning Scheme requirement. As no on-site parking is proposed for residential visitors, a reduction of one visitor

space is required to be justified.

The provision of one disabled car space meets the requirement of the Building Code of Australia for shop parking.

5.2 CAR PARKING D E M A N D ASSESSMENT

Before a requirement for car parking is reduced, Clause 52.06-6 of the Planning Scheme requires a Car Parking Demand Assessment, which must assess the parking demand likely to be generated by the proposed use.

O'BRIEN TRAFFIC 17928REP.DOCk 1899 — 1901 DANDENONG ROAD, CLAYTON : 17 NOVEMBER 2017 10

D17-328890

The Car Parking Demand Assessment must address a number of specified matters to the satisfaction of the responsible authority.

In this case it is submitted that the likely peak residential visitor parking demand will match the Planning Scheme parking requirement of one space. Case study data indicates that this peak demand will most likely occur on weekday or weekend evenings when most residents are at home.

5.3 A D E Q U A C Y OF PARKING SUPPLY

Clause 52.06-7 specifies that before granting a permit to reduce the number of spaces, the Responsible Authority must consider various factors. We have discussed the factors that are considered relevant to this application in Table 3.

CRITERIA RESPONSE

The Car Parking Demand Assessment This indicates an off-site demand of up 1 residential visitor parking space after hours.

The availability of alternative car parking in the locality of the land

The parking occupancy surveys indicate that there is more than adequate availability of car parking after business hours (minimum of 35 vacant spaces on a Friday) to accommodate the peak parking demand of up to 1 residential visitor space.

TABLE 3: ADEQUACY OF CAR PARKING SUPPLY

Based on the above, we find that there is sufficient justification to support the reduction of one residential visitor parking space associated with the proposal.

6 CAR PARK ACCESS & LAYOUT

O'Brien Traffic has reviewed the proposed car park access and layout and considers that it provides convenient and efficient access. The following commentary is made:

• Access to the car park is provided via the laneway at the rear of the site. A 3.42m wide garage opening is proposed at the entrance to the car lift, set back 3.2m from the property boundary. The proposed building on the south-eastern side of the entrance is splayed to provide convenient access and improve sight lines for drivers exiting the car lift. Swept paths for a B85 car have been undertaken to demonstrate convenient access to the car lift (refer to Appendix B);

• The proposed car lift is the IdealPark V08, which will provide a platform width of 3.0m and a platform length of 6.5m. These dimensions will comfortably accommodate an Australian Standard B99 car;

• The disabled car space is designed in accordance with AS/NZS 2890.6:2006. Swept paths for the disabled car space have been undertaken to demonstrate convenient access (refer to Appendix B).

• The proposed car stackers are the WOHR Parklift 413D and Parklift 413E models. The 413D model will have a platform width of 5.0m, while the 413E model will have

O'BRIEN TRAFFIC 17928REP.DOCX: 1899 — 1901 DANDENONG ROAD, CLAYTON: 17 NOVEMBER 2017 11

D17-328890

•

a platform width of 2.6m. Swept paths for all car stacker spaces have been undertaken to demonstrate convenient access (refer to Appendix B).

• Height clearance within the car parks should be minimum 2.1m as specified in AS/NZS 2890.1:2004 and a minimum of 2.5m above the disabled space as per AS/NZS 2890.6:2009.

7 BICYCLE FACILITIES

Bicycle parking requirements applicable to the proposed development are specified in Clause 52.34 of the Monash Planning Scheme. The requirements applicable to the proposal are presented in Table 4.

USE SIZE PLANNING SCHEME PARKING RATE BICYCLE

PARKING REQUIREMENT

Employee / Resident Customer / Visitor

In developments of 4 or Dwelling 5 dwellings more storeys, 1 to each 5

dwellings

In developments of 4 or more storeys, 1 to each

10 dwellings

1 resident spaces

0 visitor spaces

TOTAL 1 SPACES

TABLE 4: PLANNING SCHEME BICYCLE PARKING REQUIREMENT

The proposal has a Planning Scheme bicycle parking requirement of 1 spaces.

The proposed provision of 15 bicycle spaces significantly exceeds this requirement and

encourages cycling to and from the subject site.

8 TRAFFIC GENERATION & IMPACT

8.1 TRAFFIC GENERATION

A peak daily trip generation rate of up to 6 trips / dwelling / day is envisaged for this development. Applying this rate to the proposed 5 additional dwellings equates to an additional traffic generation of up to 30 trips per day for the residential component, with approximately 3 trips occurring in each of the AM and PM peak hours.

8.2 TRAFFIC IMPACT

The addition of up to 3 trips in the peak hours would have minimal impact on the safety and operation of the rear laneway and the surrounding road network.

In regards to the car lift, it will need to accommodate a traffic generation of up to 72 trips per day and up to 7 trips in the peak hour. The operation of the lift will be able to accommodate one car every two minutes. With a peak hour average of one car every eight minutes there will be a low likelihood of queuing within the laneway being an issue. If it did occur, it would likely be for less than one minute before the lift would become available.

O'BRIEN TRAFFIC 17928REP.DOCX: 1899— 1901 DANDENONG ROAD, CLAYTON : 17 NOVEMBER 2017 12

D17-328890

9 CONCLUSION

Based on the considerations outlined above, it is concluded that:

• The proposed additional development has a Planning Scheme parking requirement of 6 car spaces (5 resident spaces and one visitor spaces);

• The proposed provision of 5 additional resident spaces meets the Planning Scheme requirement but is one space less than the visitor parking requirement.

• A reduction of the Planning Scheme visitor car parking requirement of one space is justified in this case based on the availability of on-street parking in the locality;

• The access to and layout of the car spaces is in accordance with the requirements of Clause 52.06 of the Planning Scheme and relevant Australian Standards;

• The proposed provision of 15 bicycle spaces significantly exceeds the Planning Scheme bicycle parking requirement of 1 space and encourages cycling to and from the subject site;

• The proposed development would generate up to 3 peak hour vehicle trips; and

• This amount of traffic generated and the operation of the car lift would have no significant adverse impact on the safety and operation of the rear laneway or the surrounding road network.

We therefore find no parking or traffic related grounds to prevent the proposed additional development from proceeding.

O'BRIEN TRAFFIC 17928REP.D00X: 1899- 1901 DANDENONG ROAD, CLAYTON: 17 NOVEMBER 2017 13

D17-328890

PARKING SURVEY RESULTS

O'BRIEN TRAFFIC 17928REP.DOCX: 1 8 9 9 - 1901 DANDENONG ROAD, CLAYTON : 17 NOVEMBER 2017 14

D17-328890

•

Date: Thursday 19 October 2017 Weather: Cloudy

Location Map Ref

Side of Street

Parking Restriction Supply Number of oar ted cars

9:00 9:30 10:00 10:30 11:00 11:30 12:00 12:30113:00 13:30 14:00 14:30 15:00 15:30 16:00 16:30 17:00 Princes Hwy (Dandenong Rd) service lane

Dover St to Clayton Rd Al North Unrestricted 7 6 6 6 7 7 7 6 6 6 6 6 6 6 6 6 4 4 Dover St to Clayton Rd A2 South 1P 8am-9pm 6 1 1 1 1 2 2 1 1 1 1 1 1 2 2 1 1 1

Clayton Rd to Glenbrook Av A3 North 1/4P 8am-lOpm Mon-Sun 7 1 2 2 2 1 2 2 3 3 3 2 2 2 5 3 2 2 Clayton Rd to Glenbrook Av A4 South 1P 8am-6pm Mon-Fri 8am- lpm Sat 10 0 0 1 3 3 2 1 3 4 4 4 4 5 7 4 4 4

Glenbrook Av to Koonawarra St AS North 1/2P 8am-6pm Mon-Fri 15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Works Zone 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Glenbrook Av to Stockdale Av A6 South Unrestricted 30 30 30 30 30 30 30 30 30 30 30 30 29 29 29 28 26 26

Koonawarra St to Stockdale Av A7 North 1/2P 8am-6pm Mon-Fri 11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Permit Zone 1 0 0 0 _0 0 _

0 _

0 0 0 _

0 0 0 0 0 0 0 0 Car Park in Glenbrook Av

Car Park in Glenbrook Av 8 - 2P 8am-6pm Mon-Sat 33 7 7 9 10 11 13 14 13 12 14 13 13 11 9 10 9 8 Parking Supply 86 86 86 86 86 86 86 86 86 86 86 86 86 86 86 86 86 86

Number o f occupied spaces 44 44 47 51 53 54 52 53 53 55 54 53 53 53 49 44 43 Number o f vacant spaces 42 42 39 35 33 32 34 33 33 31 32 33 33 33 37 42 43

FIGURE A l : PARKING SURVEY RESULTS — T H U R S D A Y 19 OCTOBER 2017

O'BRIEN TRAFFIC 17928REP.DOCX: 1899— 1901 D A N D E N O N G R O A D , CLAYTON : 17 N O V E M B E R 2 0 1 7 15

D17-328890

Date: Friday 20 October 2017 Weather: Fine

Location Map Ref

Side of Street

Parking Restriction Supply Number of parked cars

18:00 18:30 19:00 19:30 20:00 20:30 21:00 Princes Hwy (Dandenong Rd) service lane

Dover St to Clayton Rd Al North Unrestricted 7 4 4 4 3 1 0 0 Dover St to Clayton Rd A2 South 113 8am-9pm 6 5 5 3 3 2 2 1

Clayton Rd to Glenbrook Av A3 North 1/413 8am-lOpm Mon-Sun 7 6 5 5 4 3 1 1 Clayton Rd to Glenbrook Av A4 South 113 8am-6pm Mon-Fri 8am-lpm Sat 10 9 9 8 8 7 5 5

Glenbrook Av to Koonawarra St AS North 1/2P 8am-6pm Mon-Fri 15 0 0 0 0 0 0 0

Works Zone 2 0 0 0 0 0 0 0 Glenbrook Av to Stockdale Av A6 South Unrestricted 30 18 15 15 12 10 9 8

Koonawarra St to Stockdale Av A7 North 1/21) 8am-6pm Mon-Fri 11 0 0 0 0 0 0 0

Permit Zone 1 0 0 0 0 0 0 0 Car Park in Glenbrook Av

Car Park in Glenbrook Av B - 2P 8am-6pm Mon-Sat 33 15 14 14 12 9 9 7 Parking Supply 86 86 86 86 86 86 86 86

Number of occupied spaces 51 47 44 38 29 25 21 Number of vacant spaces 35 39 42 48 57 61 65

FIGURE A2: PARKING SURVEY RESULTS - FRIDAY 20 OCTOBER 2017

O'BRIEN TRAFFIC 17928REP.DOCX: 1899- 1901 DANDENONG ROAD, CLAYTON : 17 NOVEMBER 2017 16

D17-328890

Date: Saturday 21 October 2017 Weather: Overcast

Location Map Ref

Side of Street

Parking Restriction Supply Number of parked cars

18:00 18:30 19:00 19:30 20:00 20:30 21:00 Princes Hwy (Dandenong Rd) service lane

Dover St to Clayton Rd Al North Unrestricted 7 3 3 3 3 2 0 0 Dover St to Clayton Rd A2 South 1P Sam-9pm 6 1 1 1 1 0 0 0

Clayton Rd to Glenbrook Av A3 North 1/4P 8am-lOpm Mon-Sun 7 6 5 5 6 5 5 5 Clayton Rd to Glenbrook Av A4 South 1P 8am-6pm Mon-Fri 8am-1pm Sat 10 6 7 8 7 6 6 5

Glenbrook Av to Koonawarra St A5 North 1/2P 8am-6pm Mon-Fri 15 0 0 0 0 0 0 0

Works Zone 2 0 0 0 0 0 0 0 Glenbrook Av to Stockdale Av A6 South Unrestricted 30 9 9 9 10 10 9 9

Koonawarra St to Stockdale Av A7 North 1/2P 8am-6pm Mon-Fri 11 0 0 0 0 0 0 0

Permit Zone 1 0 0 0 0 0 0 0 Car Park in Glenbrook Av

Car Park in Glenbrook Av B - 2P 8am-6pm Mon-Sat 33 15 14 12 13 15 16 17 Parking Supply 86 86 86 86 86 86 86 86

Number of occupied spaces 34 34 33 34 33 31 31 Number of vacant spaces 52 52 53 52 53 55 55

FIGURE A3: PARKING SURVEY RESULTS - SATURDAY 21 OCTOBER 2017

o.

4411Pt . rJi.‘r-

O'BRIEN TRAFFIC 17928REP.DOCX: 1899- 1901 DANDENONG ROAD, CLAYTON: 17 NOVEMBER 2017 17

D17-328890

SWEPT PATH ANALYSIS

O'BRIEN TRAFFIC 17928REP.DOCX: 1 8 9 9 - 1901 DANDENONG ROAD, CLAYTON: 17 NOVEMBER 2017 18

D17-328890

D17-328890

\

D17-328890

ose,

N NNNN,

\vg,e

P: •613 9 8 0 4 3610 W: obrientroc.com

N., Ns,

Ze/

N. NN,

D17-328890

LLIOJ'Jq)011Ua.JQO

01.9£ 17086 £19 d

D17-328890

D17-328890

D17-328890

N N .

N

Ot, es,'el+

NN

NN NNN N

„N,NN N:NN

D17-328890

"J°D'3!!!0,zuapdo Ot 1,0136 i 9 . d

D17-328890

/ /

, N N / \ N / , / N ') / / / \ /

/ \ / / / , /

N

// 4,4

°

/

/

/,/

P. •613 9804 3610 W. obrientroffic.com

N-

/

D17-328890

N7;170

N

0•61'

N

0

N,

N \

‘N,

0

If •

D17-328890

4,4:1 -01>

P: •613 9804 3610 1.$1 obrientroflic.com

•z•

/

44,

/ //

/ / //

10,

D17-328890

/N- NJN

CJ

, sz-t/43/

135

•613 9804 3610 obr ien t ro f fic.com .g-

f /

D17-328890

•

P : •613 9804 3610 obrientroffic.com

D17-328890

ti? <5?„

10.

N" %

a

<c,

0

N NN. N

\ N. N N

N N N .. N ,N N N N . NN N NN

4 411,

D17-328890