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7-4 PAt MFR SLRFET OAK1EIGH PROPOSED MIXED-USE DEVELOPmFt\ii Client: Ogee Architects Pty Ltd Report Reference: 18016T File Path: YA2018\18016T - 2-4 Palmer Street. Oakleigh\Reports\18016TREPO1001docx

Tuesday. February 20.2018

Document Control

Version: Prepared By: Position: Date: Reviewed By: Position: Date:

001 Ayman William Senior Engineer 16 Feb 2018 Jarrod Wicks Associate 19 Feb 2018

0 Sustainable Transport Surveys Pty Ltd Al! Rights Reserved. Copyright in the whole and every part o f this document belongs to Sustainable Transport Surveys Pty Ltd and may not be used, sold, transferred, copied or reproduced in whole or in part in any manner or form or in or on any media to any person without the prior written consent of Sustainable Transport Surveys Pty Ltd.

This document is produced by Sustainable Transport Surveys for the benefits and use by the client in accordance with the terms of engagement Sustainable Transport Surveys does not and shall not assume any responsibility or liability whatsoever to any third party arising out of any use or reliance by any third party on the content or this document

MEI BOURNE Level 3/51 Queen Street Melbourne VIC 3000 +61 3 9020 4225

SYDNEY Level 17/40 Mount Street North Sydney NSW 2060 +61 2 8415 9781

www.salt3.com.au

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CONTENTS z - LLJ

o -J L11

1 INTRODUCTION 2 =

2 EXISTING CONDITIONS 2 cn 2.1 LOCATION & LAND USE 2 2.2 SURROUNDING LAND USE .3 x 2.3 Road network 3 2.4 Sustainable Transport 3 LIJ cn

2.4.1 WALKABILITY 3 0 a_

2.4.2 Bicycle FACILITIES 3 Da 2.4.3 Public transport 3 a-

2.5 Car parking availability 4 L.T.J

3 PROPOSAL 6 —1 4 CAR PARKING 6 <

41 Statutory Requirements 6 4.2 Car Parking Demand Assessment... ..7 4.3 Adequacy of Car Parking Provision.. .8 cni-

5 BICYCLE PARKING 9 ce Lu

6 DESIGN ASSESSMENT 9 7 TRAFFIC IMPACT 12 a. 8 CONCLUSION 12

(NJ APPENDIX 1 PARKING SURVEY RESULTS 13 APPENDIX 2 SWEPT PATH DIAGRAMS 16

TRAITIC ENGINEERS / WASTE ENGINEERS / TRANSPORT PLANNERS / ROAD SAFETY AUDITORS II

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'

1 INTRODUCTION SALT has been engaged by Ogee Architects to undertake a traffic impact assessment in relation to the proposed EI5 development of a function venue and education centre as an extension of the adjacent Church. located at 2-4 --I - Palmer Street, Oakleigh.

LLJ

In the course of undertaking this assessment, we have:

• Inspected the subject site and its environs: o • Reviewed plans prepared by Ogee Architects (Drawing No's DA101 Rev TO-2-6 dated 02-01-2018):

• Provided design advice to the project architect: and Assessed the parking and traffic impacts of the proposal.

cn The following assessment is provided.

ce

The subject site is located on the southern side of Palmer Street between Drummond Street and Atkinson Street 8

- refer Figure 1.

ce Figure 1 Location of subject site

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2 EXISTING CONDITIONS 21 LOCATION 8, LAND USE

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The subject site is approximately 1207.6 sqm in area with a frontage of 30.49 metres_ The site is currently occupied by two dwellings and a tennis court and ancillary buildings associated with the adjoining Coptic Orthodox Church. There are two on-site parking spaces at the rear of the Church accessed via a laneway. A further two car parking spaces are provided for the dwellings, accessed via a crossover to Palmer Street.

The church currently runs a main service on Sunday mornings, with smaller complimentary services on Friday evenings and Saturday mornings. The church operates a Sunday School on Saturdays between 10am and 2pm.

The subject site is within a Neighbourhood Residential Zone - Schedule 1 (NRZ1) and is covered by a Design and Development Overlay - Schedule 11 (00011) and a Heritage Overlay Schedule (H092).

TRAFFIC ENGINEERS / WASTE ENGINEERS / TRANSPORT PLANNERS / ROAD SAFETY AUDITORS 2

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> 2 2 S U R R O U N D I N G L A N D USE 7J 4-

-0 > The site is located to the north of the Oakleigh Major Activity Centre adjacent to the Archangel Michael and St r i

Anthony Coptic Orthodox Church. A range of civic, community. recreation and commercial facilities are located to m — 73 the south and west of the site along Drummond Street and Atherton Road. Otherwise, surrounding land use is

< predominately residential in nature. -71 73

m 2 3 R O A D NETWORK - m

o Palmer Street is a local street under the care and management of Monash City Council. It runs in an east-west orientation between Atkinson Street and Drummond Street The road consists of a 10m carriageway with parking

rn- permitted on both sides. Parking is mostly restricted to '2P 8om-6pm Mon-Fri

2.4 S U S T A I N A B L E TRANSPORT -0 o The subject site is very well situated to take advantage of the local sustainable transport network which provides -td 0 practical alternatives to private motor vehicles accessing the church and the neighboring locality.

E 241 WALKABILITY

-5-( The subject site features a Walk Score of 90 out of a possible 100 points on wwwwalkscore cow,. The surrounding m footpath networks ensure convenient and efficient pedestrian access to the wider area.

c 2.4.2 BICYCLE FACILI IES cn

Bicycle lanes are located along both sides of Atkinson Street to the east. The Gardiners Creek Trail is r..1 approximately an 800m ride to the north.

24.3 PUBLIC TRANSPORT -o

The subject site is approximately a 10-minute walk from Oakleigh Railway Station. which services the Cranbourne z and Pakenham lines. Numerous bus services also operate in the vicinity - refer Table 1.

Table 1 Nearby Public Transport Options

de ' E

,

"route

N Route Description

Bus

624 Kew - Oakleigh

693 Belgrave - Oakleigh

704 East Clayton - Oakleigh

742 Eastland - Chadstone

800 Dandenong - Chadstone (via Princess Hwy)

802 Dandenong - Chadstone (via Mulgrave)

804 Dandenong - Chadstone (via Wheelers Hill)

862 Dandenong - Chadstone (via Nth Dandenong)

Cranbourne City Loop - Cranbourne

Pakenham City Loop - Pakenham

TRAFFIC ENGINEERS / WASTE ENGINEERS / TRANSPORT PLANNERS / ROAD SAFETY AUDIT ORS

_ Nearest Stop Arrival

Atherton Road (5 minute walk)

Oakleigh Station (10 minute walk)

15 mins

20 mins

30 mins

15 mins

20 mins

30 mins

35 mins

40 mins

4 mins

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Figure 2 Public Transport Services

2.5 CAR PARKING AVAILABILITY An inventory was prepared of on-street parking spaces within approximately 250m walking distance of the subject E site — refer map in Appendix 1

To ascertain the level of car parking demand, Nationwide Traffic was commissioned to undertake car parking (7,

utilisation surveys at the following times:

• Friday 16 February 2018 at 6:00pm and 10:00pm: and

• Saturday 17 February 2018 at 10:00am and 2:00pm. Friday evening was chosen as a typical peak period for a function venue. Saturday was chosen as this is when Sunday School would take place. commencing at 1000am and concluding at 200pm. The results of the parking surveys are presented in Figure 3 and Figure 4.

TRAFFIC ENGINEERS I WASTE ENGINEERS / TRANSPORT PLANNERS / ROAD SAFETY AUDITORS 4

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• Figure 3 Car Parking Survey Results Summary (Friday)

W 300

7:3

I 250

200

0 —171

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PARKING OCCUPANCY - FRIDAY 16 FEBRUARY 2018

6 00pm 10 00pm

• Occupied Spaces • Vacant Spaces

Figure 4 Car Parking Survey Results Summary (Saturday)

300

250

200

150

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50

0

PARKING OCCUPANCY - SATURDAY 17 FEBRUARY 2018

174

117

1100am

• Occupied Spaces •Vacant Spaces

200pm

5 TRAFFIC ENGINEERS / WASTE ENGINEERS / TRANSPORT PLANNERS / ROAD SAFETY AUDITORS

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Z Lu The survey results indicate: cy; o_ o

• 156 vacant spaces at 6:00pm: and > LLJ > • 147 vacant spaces at 10:00pm 0 CY LLI cn

• 174 vacant spaces at 11:00arn: and I z o — 179 vacant spaces at 2:00pm.

At the absolute peak time (10:00pm Friday) the available parking in close proximity of the subject site was 49% °- occupied. indicating that there is a substantial surplus of parking available at the key times relevant to the ej

cn proposed use of the site. a_ a a_

3 PROPOSAL It is proposed to develop a two-storey extension of the neighboring Coptic Orthodox Church.

The proposal includes:

• Four Sunday School classrooms (Education Centre) catering to a maximum of 40-50 students between Lu Lu 10am and 2pm on Saturdays. Sunday School is currently being accommodated informally within the existing Church. and would be relocated to the new building, cn

• Function venue (Place of Assembly) catering for a maximum of 200 patrons; and Lu • Other ancillary facilities (e.g. meeting room. offices, kitchen etc).

fa- The total additional net floor area is approximately 1,600m2.

A total of 31 on-site car parking spaces are proposed within a basement car park. Vehicle access is proposed via CN a single crossover to Palmer Street.

The existing 2 car parking spaces at the Coptic Orthodox Church would be removed, therefore there would be a net increase of 31 - 2 = 29 spaces.

4 CAR PARKING 41 STATUTORY REQUIREMENTS Car parking requirements applicable to new developments are outlined in Table 1 to Clause 52.06-5 of the Monash Planning Scheme.

The requirements are presented in Table 2 below.

Table 2 Car Parking Requirement

Use Rate Required Provision

Place of Assembly

Education Centre

03 spaces per patron permitted

0.4 spaces to each student that is part of the maximum number of students on the site at any time

TOTAL

0.3 *200 = 60 spaces

0.4 * 50 = 20 spaces

80 spaces

As a total of 31 on-site car parking spaces are being provided, there is a shortfall of 49 spaces.

TRAFFIC ENGINEERS / WASfl ENGINEERS / TRANSPORT PLANNERS / ROAD SAFETY AUDITORS 6

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3,7 4.2 CAR PARKING DEMAND ASSESSMENT r- m • An application to reduce the number of car parking spaces required under Clause 52_06-5 must be accompanied

by a Car Parking Demand Assessment. co 73 The Car Parking Demand Assessment must assess the car parking demand likely to be generated by the proposal m having regard to a range of matters. This assessment is provided in Table 3.

- 0 Table 3 Car Parking Demand Assessment

-o

Cl) The convenience of pedestrian access The site has excellent access to the surrounding footpath network

• to the land and a high 'Walk Score' of 90 /100. >.7

o The anticipated car ownership rates c of likely or proposed visitors to or This is not applicable in this case. Employees and visitors may own cn m occupants (residents or employees) of a car but that does not necessarily mean they will use it

the land

▪ The likelihood of multi-purpose trips -ID within the locality which are likely to Multi-purpose trips are unlikely. • be combined with a trip to the land in

connection with the proposed use

MATTER RESPONSE

The availability of public transport in the locality of the land

Any empirical assessment or case study

The variation of car parking demand likely to be generated by the proposed use over time

The short-stay and long-stay car parking demand likely to be generated by the proposed use

The site has very good access to train and bus services, which provides employees and patrons/visitors with a viable alternative transport option.

No empirical or case study data is available for similar developments in this location that we are aware of. The Planning Scheme parking rate is accepted.

Functions are most likely to take place on Friday and Saturday evenings (weddings, celebrations) when maximum attendance may occur (up to 200 people). This equates to a peak demand of 60 spaces

Daytime functions may occur on weekdays and weekends, but the number of patrons is anticipated to be much lower - likely less than 100 people. This equates to a demand of 30 spaces.

The Education Centre would operate once a week on Saturdays between 10am and 2pm. However, no additional car parking demand would be generated because the Sunday School is currently in operation at the adjoining premises and will move to the new premises i.e a parking demand is currently being generated on- street.

People attending functions would usually stay for at least 2 - 3 hours

There would be a small long-stay parking demand associated with volunteers, kitchen staff and other helpers.

7 TRAEHE ENGINEERS / WASTE ENGINEERS / TRANSPOR1 PLANNCRS / ROAD SAFI TY AUDITORS

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z 1.1.1 Based on the above, it is estimated that the Function Centre would generate a peak demand of up to 60 spaces (evenings) and 30 spaces (daytimes). a- LLI 0 a —J

111 >- There would be no additional parking demand associated with the Education Centre. > w > As an additional 29 car parking spaces are proposed, there would be a shortfall of up to 31 spaces (evenings) and a 1 space (daytime). in cr)

4.3 ADEQUACY OF CAR PARKING PROVISION 0 - 1.1.1 Clause 52.06-7 of the Planning Scheme specifies that before granting a permit to reduce the number of spaces, the responsible authority must consider a range of matters_ Those matters considered relevant to this application F:13 are discussed in Table 4 below. cn

Table 4 Matters that support a reduction of the parking requirement

-J

ct

Lu Lu The car parking surveys (refer Section 2.5) indicate that there is cc substantial availability of on-street car parking close by at relevant cn times:

LLJ —1

• 156 vacant spaces at 6:00pm: and sir

The availability of alternative car 147 vacant spaces at 10:00pm tN1 parking in the locality of the land

MATTER RESPONSE

The Car Parking Demand Assessment

Access to or provision of alternative transport modes to and from the land

Any other relevant consideration

As above, the proposed development would generate an additional parking demand associated with the Function Centre only, of up to 31 spaces (evenings) and 1 space (daytime).

• 174 vacant spaces at 11:00arn: and

• 179 vacant spaces at 200pm.

It is clear that there is more than sufficient availability of alternative car parking in the locality. This would also accommodate the rare event of a large function (200 people) occurring during the daytime on a weekend

The site has very good access to train and bus services, as well as to pedestrian footpaths to and from the site. This serves to encourage the use of alternative transport modes other than private motor vehicle.

The proposed on-site car park would cater to existing Church services and activities, for which the parking demands are currently being accommodated on-street.

This means the proposed development would result in a net improvement to on-street parking availability during Church service times and general day to day operations (meetings, activities etc) throughout the week.

Having regard to the above assessment. a reduction of the Planning Scheme car parking requirement is considered justified.

TRAI i i ENGINEcRS / WASTE ENGINEERS / TRANSPORT PLANNERS / ROAD SAFETY AUDITORS 8

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> 5 BICYCLE PARKING •D` -13

Table 1 of Clause 52.34-3 of the Monash Planning Scheme specifies statutory bicycle parking requirements for X various land uses. The bicycle provisions are outlined in Table 4.

r—

< (

m Table 5 Bicycle Parking Requirements

Employee Statutory Patron Statutory Number of Spaces Use Size / No Parking Rate Parking Rate Required m m m.-1

> Place of

rn Assembly 1.600m2 (approx.]

1 to each 1500 sq m of net floor area

2 plus 1 to each 1500 sq m of net floor area

1 employee space

3 patron spaces

-o xl 0 spaces -o Education Centre o tn

<5 staff 1 to each 20 employees

1 to each 20 full-time students (Note no full-time

students)

No on-site bicycle facilities are proposed.

1;1 Based on discussions with the Church, it is not envisaged that anyone would ride to attend Church services. • Sunday School services or functions. cn m A reduction of the bicycle parking requirement is hence considered appropriate.

r(S 6 DESIGN ASSESSMENT -o m The following assessment is provided against the relevant design criteria of Clause 52.06 of the Monash Planning —I Scheme.

Table 6 Clause 52.06 Design Assessment

Design Standard 1 - Accessways

Accessways must:

Be at least 3 metres wide

Response

Complies.

The accessway is 3 6m wide at the entrance of property boundary and flares out to 5.75m wide at the bottom of the ramp

Have an internal radius of at least 4 metres at changes of direction or intersection or be at least 4.2 N/A metres wide.

Complies. Allow vehicles parked in the last space of a dead-end accessway in public car parks to exit in a forward A one-metre blind aisle extension is provided for direction with one manoeuvre, end parking spaces in accordance with A52890.1 to

allow convenient access.

Complies. Provide at least 2.1 metres headroom beneath overhead obstructions, calculated for a vehicle with a The section plan demonstrates 21m headroom to wheel base of 28 metres. the 3.05m long wheelbase of an Australian

Standard B99 car

9 FRAFliC ENGINEERS / WASTE ENGINEERS / TRANSPORT PLANNERS / ROAD SAFETY AUDITORS

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Cars will be able to exit the site in a forward

If the accessway serves four or more car spaces or direction connects to a road in a Rood Zone, the accessway In the event the car park is full, swept path analysis must be designed so that cars can exit the site in a indicates that cars can conveniently undertake a forward direction three-point turn where the aisle changes direction

- refer Appendix 2.

Complies. Provide a passing area at the entrance at/east 6.1 No passing area is required. Nor is a passing area metres wide and 7 metres long if the accessway considered necessary given that traffic flow will be serves ten or more car parking spaces and is either predominantly in one direction during functions and more than 50 metres long or connects to a rood in a events (i.e people entering the car park at the start Road Zone. of the function and leaving at the conclusion of the

function).

Have a corner splay or area at least 50 per cent clear of visual obstructions extending at least 2 metres along the frontage road from the edge of an exit lane 2 and 25 metres along the exit lane from the Complies. frontage, to provide a clear view of pedestrians on the footpath of the frontage road. The area clear of Pedestrian visibility splays are provided on both visual obstructions may include an adjacent entry or sides of the driveway. exit lane where more than one lane is provided, or adjacent landscaped areas, provided the landscaping in those areas is less than 900mm in height

If an accessway to four or more car parking spaces is from land in a Road Zone, the access to the car Complies. spaces must be at least 6 metres from the road carriageway.

If entry to the car space is from a road, the width of N/A the accessway may include the road.

Design Standard 2 - Car Parking Spaces Response

Car parking spaces and accessways must have the Car spaces are 4.9m long x 2.6m wide, and accessed minimum dimensions as outlined in Table 2 (Minimum from a 6.4m - 6.5m wide aisle. This meets/exceeds dimensions of car parking spaces and accessways). Planning Scheme requirements.

A wall, fence, column, tree, tree guard or any other structure that abuts a car space must not encroach into the area marked 'clearance required' on Diagram 1, other than: The proposed columns are not set back in

- A column, tree or tree guard, which may project accordance with Clause 5206. requirements. The

into a space if it is within the area marked 'tree applicant has advised that this will be amended

or column permitted' on Diagram 1. upon submission to Council.

- A structure, which may project into the space if it is at least 2.1 metres above the space.

TRAFFIC ENGINEERS / WASTE ENGINEERS / TRANSPORT PLANNERS / ROAD SAFETY AUDITORS 10

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II. Car spaces in garages or carports must be at least 6 metres long and 3.5 metres wide for a single space and 5.5 metres wide for a double space measured

m inside the garage or carport.

Where parking spaces are provided in tandem (one space behind the other) an additional 500 mm in N/A length must be provided between each space.

Where two or more car parking spaces are provided N/A for a dwelling, at least one space must be under cover

Complies.

The disabled spaces are 4.9m x 2.4m, with provision i Disabled car parking spaces must be designed n of 4.9m x 24m 'shared area'. Whilst AS2890.6

cn accordance with Australian Standard AS2890.6- specifies a length of 5.4m. Clause 52.06 allows the 2009 (disabled) and the Building Code of Australia. difference of 500mm to be accounted for within the Disabled car parking spaces may encroach into an car park aisle (to ensure compatibility between accessway width specified in Table 2 by 500mm. Planning Scheme and Australian Standard design

c requirements). This additional length is not required Cl) to be line-marked.

-o

Design Standard 3 - Ramp Gradients Response

Accessway grades must not be steeper than 110 (10 per cent) within 5 metres of the frontage to ensure safety for pedestrians and vehicles. The design must have regard to the wheelbase of the vehicle being designed for: pedestrian and vehicular traffic Complies volumes: the nature of the car park: and the slope and configuration of the vehicle crossover at the site frontage. This does not apply to accessways serving three dwellings or less.

Ramps (except within 5 metres of the frontage) must have the maximum grades as outlined in Table 3 and be designed for vehicles travelling in a forward direction.

Complies

The maximum ramp grade.is 1:4 in accordance with the requirement for a private car park

Type v i c a r park Length of ramp Maximum grade

Public car parks 20 metres or less 5(20Y,

longer than 20 metres 1.6 (16.7%)

Private or residential car 20 metres or less 1:4 (25%) parks

longer than 20 metres 1 5(20%)

Complies. Where the difference in grade between two sections The ramp features the following gradients: of ramp or floor is greater that 1:8 (12.5 per cent) for a summit grade change, or greater than 1:6.7 (15 per - 5m @ 1:10 cent) for a sag grade change. the ramp must include - 2m @ 1.45

a transition section of at least 2 metres to prevent - 5.6m @ 1:4 vehicles scraping or bottoming. - 2.5m @ 1:8

This ensures compliant grade changes.

11 TRAFFIC ENGINEERS / WASTE ENGINEERS / I RANSPORT PLANNERS! ROAD SAFETY AUDITORS

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Complies. Plans must include an assessment of grade changes of greater than 1:5.6 (18 per cent) or less than 3 Application of the Australian Standard B99 car metres apart for clearances, to the satisfaction of the ground clearance template contained in AS/NZS responsible authority 2890.1:2004 indicates that no scraping or bottoming

out will occur

DEVELOPMENT

1.1.1 (/)

_ I

7 TRAFFIC IMPACT a w To determine the volume of traffic that would be generated. a first-principles assessment is considered M appropriate. When the function area is operating at full-capacity, a peak parking demand of 60 spaces is E anticipated. If it is assumed that 80% of this demand arrives/departs in the peak hours, this equates to 0.8 * 60 (6)

= 48 peak hour vehicle trips. This trip generation would be one-directional, i.e. 48 arriving trips before the function commences

-

commences and 48 departing trips once the function ends. a_

This would include approximately 25 - 30 trips occurring to/from the site car park and approximately 15 - 20 trips dispersed throughout the surrounding road network.

There would be no additional traffic associated with the Education Centre (as this is currently being generated).

The additional traffic generated by the function centre would have no significant adverse impact on the safety and operation of the surrounding road network.

cn

8 CONCLUSION Based on the above assessment, it is concluded that:

A Car Parking Demand Assessment indicates a likely peak demand of up to 60 spaces (Friday / Saturday (71

evenings) and 30 spaces (daytime).

A net addition of 29 on-site car parking spaces is proposed, meaning a demand of up to 31 spaces (Friday / Saturday evenings) and 1 space (daytimes) would need to be accommodated on-street:

A reduction of the Planning Scheme car parking requirement is appropriate given:

- Parking surveys show more than adequate availability of on-street car parking:

- The site has very good access to sustainable transport options:

- The proposal would provide on-site parking for existing Church services and activities, therefore resulting in a net improvement to on-street parking availability at the relevant times:

• A waiver of the Planning Scheme bicycle parking requirement (4 spaces) is considered appropriate as there is unlikely to be a demand generated (based on discussions with the Church):

o The proposed car park design and vehicle access arrangement meet Planning Scheme requirements: and

• The additional traffic generated would be readily absorbed by the surrounding road network.

Accordingly, it is considered there are no parking or traffic reasons to prevent a Planning Permit being granted.

TRAFFIC ENGINEERS / WASTE. ENGINEERS / TRANSPORT PLANNERS / ROAD SAECTY AUDITORS 12

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v̀c) APPENDIX 1 PARKING SURVEY RESULTS

0 0 Cn 0

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13 FRAME ENGINEERS/ WASTE ENGINEERS / TRANSPORT. PLANNERS / ROAD SAFETY AUDI FORS

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Figure 5 Parking Survey Reference Map

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TRAFFIC ENGINEERS / WASTE ENGINEERS / TRANSPORT PLANNERS / ROAD SAFETY AUDITORS 14

2-4

PALMER

STREET,

OAKLEIGH

PROPOSED

MIXED-USE

DEVELOPMENT

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PLANNERS

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nationwide : T R A F F I C SURVEYS

Survey Ref No: 5026 Job Name: Drummond St Spot Parking Survey

Location: Suburb:

Map Reference:

Drummond St and surrounding Streets Oakleigh

Comments:

S1111S1ii A]AdflS 9NINelVc1 INIJIAIdO1JA311 Jsn-cnxiw COSOdOdd H9131)1V0 13381S 2:131N1Vd

3 Trevethic Road Springvale Vic 3171

T:03 9888 1119 F:03 9548 5848

E: seng@ntsurveys.com.au

Survey Date: Survey Start Time: Survey End Time:

Survey Interval:

Area Street Section Side Type Restrictions Supply Fri 16/02/2018 Sat 17/02/2018

600 PM 1000 PM 11:00 AM 200 PM A01 Drumond Rd Logie St to Opp Taylor St West 4P 8am-6pm Mon-Fri 22 1 14 3 5 A02 Drumond Rd ,14413..St to Tayter St

Opp Taylor St to Laneway East West

2P 2P

Barn-6pm Mon-Fri Authorize Vehicle Excepted 9 1 15 7 6 A03 Drumond Rd 8am-6pm Mon-Fri Authorize Vehicle Excepted 35 _ 11

A04 Drumond Rd Taylor St to Palmer St East 2P 8am-6pm Mon-Fri Authorize Oakleigh Halls User Vehicle Excepted 13 7 5 6 8 A05 Drumond Rd Club Access to Reserve Access West 2P 8am-6pm Mon-Fri and 8am-1pm Sat 21 19 16 12 10 A05 Drumond Rd Club Access to Reserve Access West Disabled 2 0 0 1 1 A06 Drumond Rd Palmer St to Laneway East 2P 8am-6pm Mon-Fri Authorize Oakleigh Halls User Vehicle Excepted 7 7 7 4 6 A06 Drumond Rd Palmer St to Laneway East Disabled 1 1 0 0 0 A07 Drumond Rd Laneway to Chapman St East Disabled 1 0 0 1 0 A07 Drumond Rd Laneway to Chapman St East 2P 8am-6pm Mon-Fri Authorize Oakleigh Halls User Vehicle Excepted 6 5 1 5 4 A07 Drumond Rd Laneway J o Chepman St East 2P 8am-6pm Mon-Fri 5 5 5 5 5 A07 Drumond Rd Laneway to Chapman St East Disabled 1 1 1 1 1 A07 Drumond Rd Laneway to Chapman St East 2P 8am-6pm Mon-Fri and 8am-1pm Sat 9 7 9 9 8 A07 Drumond Rd Laneway to Chapman St East 1P 85m-6pm Mon-Fn and 85m-1pm Sat 3 2 3 3 3 A08 Drumond Rd Chapman St to Atherton Rd East 1P 8am-6pm Mon-Fri and 8am-1pm Sat 10 10 10 10 10 A09 Drumond Rd Atherton Rd to Reserve Access West 1P 8am-6pm Mon-Fri and 85m-1pm Sat 16 16 16 16 15 801 Logie St Drumond St to Atkinson St North No Standing No Standing Historical Tree 2 0 0 0 0 1301 Logie St Drumond St to Atkinson St North 4P 88m-6pm Mon-Fri 11 5 5 2 3 B01 Logie St Drumond St to Atkinson St North Permit Zone 85m-6pm Vehicle with Residential Permit Only 7 5 4 4 2 B02 Logie St Drumond St to Atkinson St South 4P 8am-6pm Mon-Fri 21 3 0 3 4 COI Taylor St Drumond St to Atkinson St North 2P 8am-6pm Mon-Sat Authorised Vehicles Excepted 17 7 7 6 4 CO2 Taylor St Drumond St to Atkinson St South Unrestricted 7 1 0 2 2 CO2 Taylor St Drumond St to Atkinson St South 2P 8am-6pm Mon-Sat 12 5 7 5 4 CO2 Taylor St Drumond St to Atkinson St South Unrestricted 8 3 2 0 1 DO1 Palmer St Drumond St to Atkinson St North 2P 8am-6pm Mon-Sat Authorize Oakleigh Halls User Vehicle Excepted 3 3 3 2 2 DO1 Palmer St Drumond St to Atkinson St North 2P 8am-6pm Mon-Sat Authorize Vehicle Excepted 18 1 4 1 1 D02 Palmer St Drumond St to Atkinson St South 2P 8am-6pm Mon-Fri Authorize Oakleigh Halls User Vehicle Excepted 5 3 2 2 1 D02 Palmer St Drumond St to Atkinson St South Unrestricted 4 1 2 1 1 002 Palmer St Drumond St to Atkinson St South 2P 8am-6pm Mon-Sat 17 5 5 5 4

Totals Supply* 291 291 291 291 Occupied Spaces 135 144 117 112

Vacant Spaces 156 147 174 179 Parking suitable for use by proposal

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APPENDIX 2 SWEPT PATH DIAGRAMS

TRAFFIC ENGINEERS / WASTE ENGINEERS / TRANSPORT PLANNERS / ROAD SAFETY AUDITORS 16

2-4

PALMER

STREET,

OAKLEIGH

PROPOSED

MIXED-USE

DEVELOPMENT

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VEHICLE LEGEND — — B85CAR 300mm CLEARANCE

B85CAR OVERHANG

B85CAR CENTRELINE

4 91

0.92 280

B85 meters C

AUSTROADS B85CAR Width Track

1.87 1.77

) Lock to Lock Time 6.0 C ) c Steering Angle : 34.0

18011 SK001A AUSTROADS B85CAR 05

BASEMENT 1 INGRESS/EGRESS MANOEUVRE A.W. 20.02.2018

0 5 8m = M I OEM

1=11

SCALE 1:200 @A3

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17 TRAFFIC ENGINEERS / WASTE ENGINEERS / IRANSPORT PLANNERS / ROAD SAFETY AUDITORS

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111.!IIIII11111111

Service Approachability. Loyalty. Transparency.

MEI BOURN! Level 3/51 Queen Street Melbourne VIC 3000 +61 3 9020 4225

SYDNEY Level 17/40 Mount Street North Sydney NSW 2060 +612 8415 9781

www.salt3.com.au

D18-35628