traffic engineering - maribyrnong

Level 28, 459 Collins St Melbourne Victoria 3000

T: 03 9822 2888 [email protected]

Traffix Group Pty Ltd ABN: 32 100 481 570

traffixgroup.com.au

Traffic Engineering Assessment

Proposed Warehouse Development

35-65 Paramount Road & 99 Olympia Street, Tottenham

Prepared for

BMF Pty Ltd

April 2020

G27111R-01B

CITY OF MARIBYRNONG

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URBAN PLANNING 24/04/20

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Document Control

Our Reference: G27111R-01B

Issue No. Type Date Prepared By Approved By

A Initial Issue 19/12/2019 M. Koorn J. Place

B Amended Proposal 20/4/2020 M. Koorn J. Place

COPYRIGHT: The ideas and material contained in this document are the property of Traffix Group (Traffix Group Pty Ltd – ABN 32 100 481 570). Use

or copying of this document in whole or in part without the written permission of Traffix Group constitutes an infringement of copyright.

LIMITATION: This report has been prepared on behalf of and for the exclusive use of Traffix Group’s client and is subject to and issued

in connection with the provisions of the agreement between Traffix Group and its client. Traffix Group accepts no liability or responsibility

whatsoever for or in respect of any use of or reliance upon this report by any third party.

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Table of Contents

1. Introduction ............................................................................................................................ 1

2. Existing Conditions ................................................................................................................. 1

2.1. Subject Site ........................................................................................................................................ 1

2.2. Land Use ............................................................................................................................................ 3

2.3. Current Road Network ....................................................................................................................... 5 2.3.1. Paramount Road ............................................................................................................................... 5

2.4. Sustainable Transport ....................................................................................................................... 6 2.4.1. Public Transport ................................................................................................................................ 6 2.4.2. Bicycle and Pedestrian Provisions ................................................................................................... 7 2.4.3. Principal Public Transport Network (PPTN) .................................................................................... 8

2.5. Existing Traffic Volumes ................................................................................................................... 9

3. Future Road Network ............................................................................................................ 10

3.1. Paramount Road Public Acquisition Overlay .................................................................................. 10

3.2. Stony Creek Future Directions Plan ................................................................................................. 11

4. Proposal ............................................................................................................................... 13

5. Car Parking Assessments .................................................................................................... 14

5.1. Statutory Requirements ................................................................................................................... 14

5.2. Car Parking Demand Assessment .................................................................................................. 15

5.3. Adequacy of Car Parking Provision ................................................................................................. 18

5.4. Car Parking Design .......................................................................................................................... 19

6. Traffic Impact Assessment .................................................................................................. 20

6.1. Traffic Generation ............................................................................................................................ 20

6.2. Traffic Distribution ........................................................................................................................... 20

6.3. Traffic Impact .................................................................................................................................. 21

7. Access Considerations ......................................................................................................... 23

7.1. Internal Road .................................................................................................................................... 23

7.2. External Road Network Connections ............................................................................................... 23

8. Bicycle Parking .................................................................................................................... 24

9. Loading Considerations ........................................................................................................ 24

10. Conclusions ......................................................................................................................... 25

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List of Appendices

Appendix A Proposed Development Plans

Appendix B SIDRA Movement Summaries

Appendix C Swept Path Diagrams

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1. Introduction Traffix Group has been engaged by BMF Pty Ltd to undertake a traffic engineering assessment for the proposed warehouse development at 35-65 Paramount Road & 99 Olympia Street, Tottenham.

The following report provides a detailed traffic engineering assessment of the car parking, traffic, access and loading considerations associated with the proposed development.

Following submission of the original development application, a request for further information was provided by Council. Subsequent to this, the proposal has been amended and accordingly, the following provides an assessment of the amended proposal.

2. Existing Conditions

2.1. Subject Site

The subject site is located on the west side of Paramount Road, approximately 500m south of Sunshine Road, as shown in the locality map at Figure 1.

Figure 1: Locality Map

The subject site includes the properties 35-65 Paramount Road & 99 Olympia Street with the proposed development site occupying the north-east corner of the site.

Subject Site

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The north-west portion of the subject site is currently occupied by a freight facility, which is served by a total of 110 car parking spaces. The southern portion of the site is currently undeveloped.

An aerial view of the site and site frontage photo are provided in Figure 2 and Figure 3 respectively.

Figure 2: Aerial View of Subject Site

Subject Site

Development Site

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Figure 3: Site Frontage to Paramount Road

2.2. Land Use

The subject site is located across Industrial 1 Zone (IN1Z) and Industrial 3 Zone (IN3Z) as shown in the land use zoning map at Figure 4 below. The site is also subject to Heritage Overlay Schedule (HO152), Land Subject to Inundation Overlay Schedule (LSIO) and Public Acquisition Overlay Schedule (PAO1) of the Maribyrnong Planning Scheme.

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Figure 4: Land Use Zoning Map

Land uses surrounding the subject site are generally occupied by industrial type uses with some pockets of residential development to the north-east and east of the site.

Subject Site

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2.3. Current Road Network

2.3.1. Paramount Road

Paramount Road is a State declared arterial road which extends in a north-south direction for approximately 800m from Somerville Road to Indwe Street, where it continues as Dempster Street. In the vicinity of the subject site, Paramount Road is constructed with an approximately 7.3m wide carriageway, providing a through traffic lane in each direction.

A posted speed limit of 60km/h applies to Paramount Road in the vicinity of the subject site and reduces to 50km/h to the north of the site, where Paramount Road changes to Dempster Street.

Photographs of Paramount Road, taken in the vicinity of the subject site, are presented in Figure 5 and Figure 6.

Figure 5: Paramount Road – View North

Figure 6: Paramount Road - View South

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2.4. Sustainable Transport

2.4.1. Public Transport

Tottenham Railway Station which operates on the Sunbury line, is located within approximately 400m walking distance of the subject site. This service, as well as other public transport services, operating in the vicinity of the subject site are shown in the public transport map at Figure 7 below.

Figure 7: Public Transport Map

Subject Site

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2.4.2. Bicycle and Pedestrian Provisions

Bicycle and pedestrian provisions in the vicinity of the subject site include:

• an off-road shared path along Stony Creek to the south-east of the site, and

• an off-road shared path along the north side of the railway line to the north of the site.

These, as well as other provisions in the vicinity of the subject site are shown in the Travelsmart Map at Figure 8.

Figure 8: Maribyrnong Travelsmart Map

Subject Site

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2.4.3. Principal Public Transport Network (PPTN)

The subject site located just outside of the principal public transport network (PPTN) area as shown in the PPTN area map at Figure 9 below.

Figure 9: PPTN Area Map

Subject Site

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2.5. Existing Traffic Volumes

Traffix Group has undertaken AM and PM peak hour traffic counts at the Paramount Road/Indwe Street intersection at the following times:

• 3:00pm-4:00pm on Wednesday 4th March, 2020, and

• 8:00am-9:00am on Thursday 5th March, 2020.

The surveyed times correspond with the peak hours obtained from SCATS data from the Paramount Road/Somerville Road and Sunshine Road/Sredna Street/Dempster Street intersections to the south and north of the site.

A summary of the observed volumes is outlined in Figure 10 below.

Figure 10: Paramount Road/Indwe Street - AM(PM) Peak Hour Existing Traffic Volumes

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3. Future Road Network

3.1. Paramount Road Public Acquisition Overlay

The Public Acquisition Overlay on Paramount Road along the east side of the site (as shown in Figure 11) is intended to accommodate an upgrade to Paramount Road as a part of the Principal Freight Network.

Figure 11: Public Acquisition Overlay in the Vicinity of the Site

This is further outlined in City of Maribyrnong’s Tottenham & West Footscray Precinct Framework Plan (April 2014) which we understand is currently in the preliminary stages of review. An excerpt from this framework plan which provides an indication of the likely future conditions surrounding the subject site is shown in Figure 12.

Traffix Group has had discussions with Department of Transport officers regarding the upgrades to Paramount Road and are advised that currently, no detailed plans nor proposed timetable for any upgrade has been completed.

Subject Site

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Figure 12: Tottenham Framework Plan

3.2. Stony Creek Future Directions Plan

A draft for the Stony Creek Future Directions Plan 2020 was adopted by Council on 25 February 2020, with the plan outlining the future development and configuration of the Stony Creek corridor from Duke Street, Braybrook to Hyde Street, Yarraville.

Significantly, the plan includes the future construction of a new road between Paramount Road and Quarry road, along the southern boundary of the subject site. An excerpt from the Stony Creek Future Directions Plan showing the layout of this road in the vicinity of the subject site is shown in Figure 13.

Notably, the eastern end of proposed new road is located within the subject site and accordingly, acquisition of a part of the subject site would be required.

The Stony Creek Future Directions Plan also includes the provision of a continuous shared path along the entire length of the corridor.

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Figure 13: Proposed Future Road along Southern Boundary of Subject Site

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4. Proposal The proposal is to develop the site for the purposes of a two tenancy warehouse development in accordance with the following development schedule:

Table 1: Development Summary

Tenancy Site Area Total Floor Area

Car Parking Provision

No. Spaces Rate (per 100m2)

Warehouse 1 11,870 m2 7,062m2 67 spaces 0.95

Warehouse 2 12,366 m2 7,278m2 65 spaces 0.89

Each tenancy will have a separate car park and hardstand/loading area. Access is provided from a private internal road which will link to the existing road network via the site’s existing connection to Paramount Road, in the north-east corner of the site. A temporary turnaround area is also proposed to be provided at the end of the private internal road.

An area set aside for future public acquisition is also shown in the south-east corner of the subject site, to accommodate the new road proposed within the Stony Creek Future Directions Plan 2020.

No changes to the car parking provisions which serve the existing freight facility on the site are proposed and a connection to this facility from the proposed private internal road will be maintained.

Development plans for the proposal, prepared by Watson Young, are attached at Appendix A.

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5. Car Parking Assessments

5.1. Statutory Requirements

Clause 52.06 of the Planning Scheme sets out the car parking requirements for new developments. The purpose of Clause 52.06 is:

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

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

• To support sustainable transport alternatives to the motor car.

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

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

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

Clause 52.06-5 states:

A car parking requirement in Table 1 is calculated by multiplying the figure in Column A or Column B (whichever applies) by the measure (for example square metres, number of patrons or number of bedrooms) in Column C.

Column A applies unless Column B applies.

Column B applies if:

• any part of the land is identified as being within the Principal Public Transport Network Area as shown in the Principal Public Transport Network Area Maps (State Government of Victoria, 2018); or

• a schedule to the Parking Overlay or another provision of the planning scheme specifies that Column B applies.

Accordingly, Column A rates apply to the subject site as it is not located within the PPTN area and not subject to a Parking Overlay.

The statutory car parking requirements for the proposed development are outlined in Table 2.

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Table 2: Statutory Car Parking Requirements

Tenancy Rate Measure Requirement Provision

Warehouse 1 2 spaces to each premises

+

1.5 spaces to each 100m2 of net floor area

7,062m2 107 spaces 67 spaces

Warehouse 2 7,278m2 111 spaces 65 spaces

Total - 218 spaces 132 spaces

The proposed development generates a requirement to provide a total of 218 and the proposed provision of 132 spaces results in a shortfall of 86 spaces. Accordingly, a permit to reduce the car parking requirement is sought as a part of this application.

5.2. Car Parking Demand Assessment

Clause 52.06-7 requires that:

An application to reduce (including reduce to zero) the number of car parking spaces required under Clause 52.06-5 or in a schedule to the Parking Overlay must be accompanied by a Car Parking Demand Assessment.

The Car Parking Demand Assessment must address the following matters, to the satisfaction of the responsible authority:

• The likelihood of multi-purpose trips within the locality which are likely to be combined with a trip to the land in connection with the proposed use.

• 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 availability of public transport in the locality of the land.

• The convenience of pedestrian and cyclist access to the land.

• The provision of bicycle parking and end of trip facilities for cyclists in the locality of the land.

• The anticipated car ownership rates of likely or proposed visitors to or occupants (residents or employees) of the land.

• Any empirical assessment or case study.

A consideration of these matters is provided in Table 3.

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Table 3: Car Parking Demand Assessment

Matter Consideration

The likelihood of multi-purpose trips within the locality which are likely to be combined with a trip to the land in connection with the proposed use.

Given the proposed use and the site’s location, we would not anticipate that there will be any notable level of multi-purpose trips associated with the site.

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

Demands associated with the proposed development are anticipated to be almost entirely generated by staff. Accordingly, we would anticipate that demands are likely to occur during business hours on weekdays.

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

Demands associated with the proposed development are anticipated to be almost entirely generated by staff and accordingly, we would anticipate long-stay car parking demands to be generated.

The availability of public transport in the locality of the land.

The subject site is located within convenient walking distance of Tottenham railway station. Notably, Tottenham Station is only one stop away from Sunshine Station and three stops away Footscray Station, both of which are major public transport hubs connecting to numerous other bus, rail and tram services.

Further we note that the subject site is located just outside of the PPTN area, however for sites located within the PPTN area, Column B rates from Table 1 of Clause 52.06 would apply to the site. The column B rates for a warehouse land use are:

• 2 spaces to each premises plus

• 1 space to each 100m2 of net floor area.

The convenience of pedestrian and cyclist access to the land.

The site is relatively accessible for cyclists from surrounding suburbs, or for pedestrian access from the nearby residential areas.

The provision of bicycle parking and end of trip facilities for cyclists in the locality of the land.

Bicycle parking and end of trip facilities are provided for all tenancies in excess of the statutory requirements outlined in Clause 52.34. Accordingly, staff electing to cycle to the site are well catered for.

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Matter Consideration

The anticipated car ownership rates of likely or proposed visitors to or occupants (residents or employees) of the land.

N/A

Any empirical assessment or case study.

The RTA Guide (2002)1 provides the following in relation to car parking demands associated with warehouse land uses:

All new warehouses on undeveloped sites must provide on-site parking for all vehicles used by employees. In the case of wholly redeveloped sites each site is treated on its merit. Provision of one car space per 300m2 gross floor area is recommended.

Variations on the recommended parking rate must be considered in the context of both current and potential users. While surveys might justify a lesser parking rate for a particular development, provision must be made for future users by setting aside (but not necessarily surfacing), space for car parking. The recommended rate of parking provision is in the middle range parking rate observed in the RTA's survey. The rates vary from one space per 80m2 to one space per 960m2, the mean and sample standard deviation figures being 338m2 and 280m2 respectively based on a sample of 10 sites. A particular situation where a parking rate greater than that recommended above is warranted, would be for a development with a greater than average employment density. The mean floor area per employee at the warehouses surveyed by the RTA was 226m2 per employee.

Having regard to the above, we believe that the statutory car parking rate of 1.5 spaces per 100m2 of floor area overestimates the car parking demands likely to be generated by the proposed development.

Significantly, the column B rates, which take into account good access to public transport accessibility for sites within the PPTN area, are 1 space per 100m2.

The RTA Guide suggests that car parking demands for warehouse uses should be provided at a rate of 0.33 spaces per 100m2, with ranges from 1.25 spaces per 100m2 to 0.1 spaces per 100m2 observed. The RTA Guide also acknowledges that there is a variation between sites

1 The RTA Guide to Traffic Generating Developments (2002) outlines car parking and traffic

generation rates based on extensive surveys for a range of different land uses and is regarded as a standard for metropolitan development characteristics.

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resulting from employment density. As warehouses become larger, it is expected that a greater proportion of the site will simply be used for additional storage and therefore result a reduced employment density and car parking demand rate, when compared to smaller warehouses.

Given that both of the proposed warehouses are relatively large (over 7,000m2) and having regard to the survey data outlined in the RTA Guide as well as the site’s proximity to public transport access, we anticipate that the proposed warehouse tenancies will generate car parking demands in the order of 0.5 spaces per 100m2 of floor area.

5.3. Adequacy of Car Parking Provision

Clause 52.06-7 also requires that:

Before granting a permit to reduce the number of spaces, the responsible authority must consider the following, as appropriate:

• The Car Parking Demand Assessment

• Any relevant local planning policy or incorporated plan.

• The availability of alternative car parking in the locality of the land, including:

– Efficiencies gained from the consolidation of shared car parking spaces.

– Public car parks intended to serve the land.

– On street parking in non residential zones.

– Streets in residential zones specifically managed for non-residential parking.

• On street parking in residential zones in the locality of the land that is intended to be for residential use.

• The practicality of providing car parking on the site, particularly for lots of less than 300 square metres.

• Any adverse economic impact a shortfall of parking may have on the economic viability of any nearby activity centre.

• The future growth and development of any nearby activity centre.

• Any car parking deficiency associated with the existing use of the land.

• Any credit that should be allowed for car parking spaces provided on common land or by a Special Charge Scheme or cash-in-lieu payment.

• Local traffic management in the locality of the land.

• The impact of fewer car parking spaces on local amenity, including pedestrian amenity and the amenity of nearby residential areas.

• The need to create safe, functional and attractive parking areas.

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

• The equity of reducing the car parking requirement having regard to any historic contributions by existing businesses.

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• The character of the surrounding area and whether reducing the car parking provision would result in a quality/positive urban design outcome.

• Any other matter specified in a schedule to the Parking Overlay.

• Any other relevant consideration.

In this instance, the relevant consideration is the Car Parking Demand Assessment. It is anticipated that the proposed warehouses will generate a demand in the order of 0.5 spaces per 100m2.

WH1 and WH2 are provided with car parking at a rate of 0.95 and 0.89 spaces per 100m2 respectively. On this basis, we believe that the proposed on-site car parking provisions will accommodate the car parking demands generated by the proposed development and are therefore appropriate.

5.4. Car Parking Design

Each tenancy is provided with a dedicated car parking area, separated from the loading areas and heavy vehicle movements.

The proposed car parking areas have been designed in accordance with Clause 52.06-9 of the Planning Scheme and Australian Standards, where relevant. Specifically, we note the following:

• all standard car parking spaces are provided with dimensions of 4.9m x 2.6m and are accessed from a 6.4m wide aisle,

• all disabled car parking spaces are provided with dimensions of 5.4m x 2.4m and an adjacent shared space of the same size, and

• a turnaround bay is provided at the end of all dead end aisles.

Accordingly, we are satisfied that the proposed car parking layouts are in accordance with the requirements of the Planning Scheme, relevant sections of the Australian Standards and will work well.

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6. Traffic Impact Assessment

6.1. Traffic Generation

The proposed development is provided with a total of 132 on-site car parking spaces. Conservatively assuming that all of these spaces are occupied by staff, a total of 132 inbound vehicle movements in the morning and 132 outbound vehicle movements in the afternoon associated with staff arriving and departing work could be expected. Given the typically varying start times associated with staff both within the same tenancy and from different tenancies, we would expect no more than 70% of these vehicle movements to occur within a single hour. Accordingly, the anticipated peak hour traffic volumes are as follows:

• AM Peak Hour – 92 inbound vehicle movements, and

• PM Peak Hour – 92 outbound vehicle movements.

6.2. Traffic Distribution

Given the site’s location, we anticipate that there will be a relatively even split of traffic to and from the north and south of the site. Based on this distribution, the anticipated post-development peak hour traffic volumes are as outlined in Figure 14.

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Figure 14: Paramount Road/Indwe Street - AM(PM) Peak Hour Post-Development Traffic Volumes

6.3. Traffic Impact

To assess the impact of the additional traffic at the site’s Paramount Road access, SIDRA analysis has been undertaken. The key outputs of SIDRA are degree of saturation (DOS), average delay and 95th percentile queue length. For a sign controlled intersection, a degree of saturation of up to 0.8 is considered good operating conditions

An analysis of the site’s access has been undertaken under both existing and post development conditions. A summary of the results of the SIDRA analysis are outlined in Table 4 with detailed movement summaries attached at Appendix B.

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Table 4: Summary of SIDRA Results

Approach DOS Average Delay 95th %ile Queue

AM PM AM PM AM PM

Existing

South – Paramount Rd 0.185 0.283 0.7 sec 1.1 sec 1.8m 4.3m

East – Indwe Street 0.028 0.038 8.2 sec 9.2 sec 0.9m 0.9m

North – Dempster Street 0.213 0.186 0.5 sec 0.5 sec 0.1m 0.1m

West – Site Access 0.008 0.007 12.2 sec 8.9 sec 0.3m 0.2m

Post-Development

South – Paramount Rd 0.211 0.283 1.5 sec 1.1 sec 2.4m 4.3m

East – Indwe Street 0.028 0.040 8.3 sec 9.6 sec 0.9m 1.0m

North – Dempster Street 0.250 0.186 1.6 sec 0.5 sec 4.3m 0.1m

West – Site Access 0.009 0.170 13.5 sec 10.1 sec 0.3m 4.1m

The results of the SIDRA analysis show that the intersection will continue to operate well within acceptable limits, post development. Importantly, the anticipated increase in delays and queueing is marginal, when comparing the existing and post development conditions.

Accordingly, we are satisfied that the proposed development can comfortably be accommodated by the surrounding road network without any noticeable impact.

We note that there is additional land within the subject site that is earmarked for future development and that there may ultimately be some additional traffic at the site’s access to Paramount Road. Given the low level of congestion assessed in the SIDRA analysis, we are satisfied that there is sufficient capacity to accommodate any future development traffic at this intersection.

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7. Access Considerations

7.1. Internal Road

A private internal access road is proposed to be constructed from Paramount Road in the north-east corner of the site to a dead end at the southern boundary of the development site.

The internal private road is proposed to be constructed with an 8m wide carriageway and 1.5m wide footpath provided on the south/east side of the road, adjacent to the warehouse tenancies. A temporary turn around area will also be provided at the dead end of the internal road.

The internal road width is sufficient to accommodate simultaneous two-way traffic movements and swept path diagrams have been prepared, copy attached at Appendix C, demonstrating that simultaneous movement with a 20m semi and B99 design vehicle is accommodated around the bend. Similarly, the temporary turnaround area has been designed to accommodate a 20m semi.

7.2. External Road Network Connections

The internal private road will connect to Paramount Road and similarly to the internal road network, this external road connection has been designed to accommodate simultaneous two-way movements with a 20m semi and B99 design vehicle. Swept path diagrams have been prepared, copy attached at Appendix C, demonstrating these movements.

Heavy vehicle movements to/from the north at the Paramount Road access will be prohibited and accordingly, appropriate signage should be installed at this access.

As Paramount Road is zoned Road Zone Category 1 a permit under Clause 52.29 to alter access to a Road in a Road Zone is sought as a part of this application.

As outlined in section 6 of this report, we do not anticipate that the proposed development will have any adverse impact on the operation of Paramount Road and the proposed access has been designed to suitably accommodate the vehicle types required to access the site. On this basis, we believe that a permit to amend the access to Paramount Road is acceptable.

As there are currently no detailed plans for the upgrade of Paramount Road, it is not currently known what arrangement the future access to Paramount Road will take. This will be determined at the time when the land is formally acquired and detailed plans for the upgrade of the Paramount Road are undertaken.

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8. Bicycle Parking The statutory bicycle parking requirements for the proposed development are outlined under Clause 52.34 of the Planning Scheme. The purpose of Clause 52.34 is:

• To encourage cycling as a mode of transport.

• To provide secure, accessible and convenient bicycle parking spaces and associated shower and change facilities.

No bicycle parking requirements are specified for a ‘Warehouse’ land use and accordingly there is no statutory requirement to provide any bicycle parking.

We note that the each tenancy is provided with six bicycle parking spaces adjacent to the main building entry and any additional demands that may be generated could be accommodated informally within the buildings on site.

9. Loading Considerations Clause 65 of the Planning Scheme states:-

“Before deciding on an application or approval of a plan, the responsible authority must consider, as appropriate:

• The adequacy of loading and unloading facilities and any associated amenity, traffic flow and road safety impacts.”

Each of the proposed tenancies is provided with hardstand and loading areas that are separated from the car parking areas which have been designed to accommodate 20m semis.

Swept path diagrams have been prepared, copy attached at Appendix C demonstrating access to the hardstand and loading bays for each tenancy, as well as using the turnaround area provided at the southern end of the internal road.

Accordingly, we are satisfied that the proposed loading provisions are suitable.

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10. Conclusions Having undertaken a detailed traffic engineering assessment of the warehouse development at 35-65 Paramount Road & 99 Olympia Street, Tottenham, we are of the opinion that:

a) the proposed development generates a statutory car parking requirement to provide 218 car parking spaces and the proposed provision of 132 on-site car parking spaces falls short of the statutory requirement,

b) a permit to reduce the car parking requirement under Clause 52.06 is sought and is acceptable in this instance having regard to:

i) the convenience of public transport services in the vicinity of the site,

ii) case study data and column B rates from Clause 52.06, which take into account good access to public transport, which indicate that car parking demands less than the statutory requirement are likely to be generated, and

iii) the proposed on-site car parking provision being sufficient to accommodate the anticipated car parking demands generated by the proposed development,

c) the level of traffic generated by the proposed development can be accommodated by the surrounding road network without any noticeable impact,

d) the proposed development does not generate any statutory bicycle parking requirements, notwithstanding, a total of 12 bicycle spaces (6 adjacent to each office) have been provide on site,

e) loading can be undertaken appropriately on-site,

f) a permit under Clause 52.29 of the Planning Scheme is required to amend the access to Paramount Road and is acceptable in this instance having regard to:

i) the access being designed to suitably accommodate the required vehicle types, and

ii) the anticipated additional traffic generated by the proposed development having no noticeable impact on the operation of Paramount Road, and

g) there are no traffic engineering reasons why a planning permit for the proposed warehouse development at 35-65 Paramount Road & 99 Olympia Street, Tottenham, should not be granted.

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Appendix A ppendix

Appendix A Proposed Development Plans

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SIT

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30 2

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(5° 2 6

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SITE BOUNDARY

111.60 m (97° 14' 30")SITE BOUNDARY

125.26 m (97° 26' 40") SITE BOUNDARY133.22 m (97° 38' 30")

SITE BOUNDARY

30.79 m (142° 13' 30")

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( 186

° 07

' 30")

SITE BOUNDARY

126.19 m (276° 53' 30")

SITE BOUNDARY

150.06 m (276° 56' 00")

SITE BOUNDARY

121.83 m (276° 54' 50")

LO

T B

OU

ND

AR

Y

LOT BOUNDARY

LOT B

OU

ND

AR

Y

LO

T B

OU

ND

AR

Y

LOT BO

UNDARY

SITE BOUNDARY

0.41 m (186° 53' 30")

WAREHOUSE 01

P A

R A

M O

U N

T R

O A

D

O L

Y M

P I

A S

T R

E E

T

1300 11200 40000WH01 & WH02

97585SETBACK

12915

I N T

E R

N A

L R

O A

D

EXISTING BUILDINGEXISTING BUILDING

I N D W E S T R E E T

S T O N Y C R E E K

PU

BLI

C A

CQ

UIS

ITIO

N B

OU

ND

AR

Y

LOT BOUNDARY

LOT BOUNDARY

LP

LP

LP

LP

LP

372 5

147 230

372 5

LOT BOUNDARY

LO

T B

OU

ND

AR

Y

9840

WAREHOUSE 02

FUTURE DEVELOPMENT

POTENTIAL

FUTURE

PUBLIC ACQUSITION

POR

T4.

95km

PROPOSED WORKS TO EXTERNAL FACE OF EXISTING BUILDING:

- PAINT FINISH TO EXISTING MASONRY WALL

- PAINT FINISH TO EXPOSED SERVICES

- RESTORATION OF EXISTING EMPLOYEE TIME PUNCH CLOCK

- HERITAGE INFORMATION SIGNAGE

- LARGE SCALE HERITAGE MURAL DEPICTING IMAGES OF

FORMER PACIFIC CARPET MANUFACTURER'S BUILDINGS

RESTORE EXISTING GATE ON NORTH SITE BOUNDARY

PUBLIC ACQUSITION

WH

02 SE

TB

AC

K

300 85W

H01 S

ET

BA

CK

192 00

EASEMENT E-2

EASEMENT E-4

EASEMENT E-3

EA

SE

ME

NT

E-5

EA

SE

ME

NT

E-1

EASEMENT E-1

DEVELOPMENT ANALYSIS

BUILDING

30,190m²

SITE AREA

11,871m²WAREHOUSE 01WAREHOUSE 02 12,366m²

ROAD RESERVE 3,488m²

PUBLIC ACQUISITION 6,782m²

TOTAL DEVELOPMENT AREA 24,237m²

GLA

WAREHOUSE

6,774m²6,990m²

GLA GF

OFFICE

145m²145m²

CARS

6765

RATE /

100m²

SITE COVERAGE 57.98%

GLA FF

OFFICE

143m²143m²

TOTAL BUILDING FOOTPRINT 14,054m²

GLA

TOTAL

7,062m²7,278m²

0.950.89

(INTERNAL ROAD)

FUTURE DEVELOPMENT

POTENTIAL FUTURE PUBLIC

ACQUISITION

6,011m²

TOTAL 54,479m² 13,764m² 290m² 132 0.92286m² 14,340m²

52m²ELECTRICAL KIOSK RESERVE

PROJECT: TITLE: CLIENT:

DATE:

DRAWN BY:

SCALE:

SCALE:

JOB NO:

DRAWING NO: REVISION:

NO: DATE: REVISION: BY: CHK:

All areas indicated are indicative for design and planning purposes only and should not be used for

any contractual reasons without verification by a licensed surveyor or further design development being completed.

Watson Young Architects Pty Ltd 8 Grattan Street Prahran Victoria 3181 Australia

ACN: 111398700 T 03 9516 8555 [email protected] www.watsonyoung.com.au© Watson Young Architects. This drawing is protected by copyright.

@A1PORT EXPRESS BROOKLYN SITE MASTER PLAN35-65 PARAMOUNT ROAD & 99 OLYMPIA STREET

October, 2019

BM

TP02

19016

1 : 2000 @A3

1 : 1000

SCALE: 1 : 1000

MASTERPLAN

17.04.2020 ISSUED FOR PLANNING PERMITAPPLICATION

CH SA0

0

CITY OF MARIBYRNONG

ADVERTISED PLAN

SIT

E B

OU

ND

AR

Y

30 2

.0 4 m

(5° 2 6

' 37

")

SITE BOUNDARY

111.60 m (97° 14' 30")SITE BOUNDARY

125.26 m (97° 26' 40") SITE BOUNDARY133.22 m (97° 38' 30")

SITE BOUNDARY

30.79 m (142° 13' 30")

SIT

E B

OU

ND

AR

Y

27

6. 09 m

( 186

° 07

' 30")

SITE BOUNDARY

126.19 m (276° 53' 30")

SITE BOUNDARY

150.06 m (276° 56' 00")

SITE BOUNDARY

121.83 m (276° 54' 50")

LO

T B

OU

ND

AR

Y

LOT BOUNDARY

LOT B

OU

ND

AR

Y

LO

T B

OU

ND

AR

Y

LOT BO

UNDARY

SITE BOUNDARY

0.41 m (186° 53' 30")

WAREHOUSE 01

P A

R A

M O

U N

T R

O A

D

O L

Y M

P I

A S

T R

E E

T

1300 11200 40000 97585 12915

I N T

E R

N A

L R

O A

D

EXISTING BUILDINGEXISTING BUILDING

I N D W E S T R E E T

S T O N Y C R E E K

PU

BLI

C A

CQ

UIS

ITIO

N B

OU

ND

AR

Y

LOT BOUNDARY

LOT BOUNDARY

LP

LP

LP

LP

LP

372 5

WH

01 & W

H02

147 230

372 5

LOT BOUNDARY

LO

T B

OU

ND

AR

Y

9840

WAREHOUSE 02

FUTURE DEVELOPMENT

POTENTIAL

FUTURE

PUBLIC ACQUSITION

POR

T4.

95km

PROPOSED WORKS TO EXTERNAL FACE OF EXISTING BUILDING:

- PAINT FINISH TO EXISTING MASONRY WALL

- PAINT FINISH TO EXPOSED SERVICES

- RESTORATION OF EXISTING EMPLOYEE TIME PUNCH CLOCK

- HERITAGE INFORMATION SIGNAGE

- LARGE SCALE HERITAGE MURAL DEPICTING IMAGES OF

FORMER PACIFIC CARPET MANUFACTURER'S BUILDINGS

RESTORE EXISTING GATE ON NORTH SITE BOUNDARY

PUBLIC ACQUSITION

WH

01 SE

TB

AC

K T

O F

UT

UR

E A

MA

ND

A R

OA

D50

6 00 AP

PR

OX

.

SE

TB

AC

K

314 00 A

PP

RO

X.

150 0

162 0015

0 0

WH

02 SE

TB

AC

K

300 85


DATE:

DRAWN BY:

SCALE:

SCALE:

JOB NO:







@A11 : 1000PORT EXPRESS BROOKLYN SITE MASTER PLAN -

STONY CREEK35-65 PARAMOUNT ROAD & 99 OLYMPIA STREET

October, 2019

JL

TP03

19016


CH SA0

0

CITY OF MARIBYRNONG

ADVERTISED PLAN

EP

ES

SV

SV

19

21

22

23

HERITAGE OVERLAY69.10

276°07'30"

TBM. RL 22.20

RIVET IN KERB

OV

ER

HE

AD

DP

DP

DP

21.09

186°07'30"

19.3

0

WIR

E M

ES

H F

EN

CE

WIR

E M

ES

H F

EN

CE

WIR

E M

ES

H F

EN

CE

19.1

6

19.1

7

19.1

9

21.4

5

21.4

318

.98

20.8

9

20.4

720

.20

19.9

319

.20

18.6

2

19.2

2

19.2

1

19.2

0

19.0

2

19.3

6

GU

AR

D R

AIL

22.7

0

22.7

8

20.2

9

20.3

3

20.0

6

19.4

5

18.3

6

22.8

3

20.47

20.73

BA

CK

OF C

ON

CR

ETE

KE

RB

18.9

7

19.0

4

18.5

9

20.91

20.80

20.82

20.93

CONCRETE

20.1

7

19.8

8

19.3

6

18.2

5

22.8

4

20.38

20.62

ED

GE

OF

BIT

UM

EN

ED

GE

OF B

ITU

ME

N

20.9

7

20.8

4

20.7

1

20.6

5

20.6

3

21.1

1

21.1

0

20.5

9

20.6

0

20.4

2

20.3

8

20.0

7

19.7

7

19.4

6

19.1

6

18.6

2


BUILDING

WAREHOUSE 01 6,774m²

OFFICE FF 143m²OFFICE GF 145m²

EXTERNAL AREAS (APPROX)

CANOPIES 3,363m²

LIGHT DUTY 3,540m²HARDSTAND 4,610m²

CRUSHED ROCK 1,064m²

PARKING WH02

SITE COVERAGE

TOTAL DEVELOPMENT AREA

TOTAL BUILDING FOOTPRINT

24,237m²

14,054m²


GLA

TOTAL AREA 7,062m²

0.90RATE (PER 100m² NLA)

65



TOTAL AREA 7,278m²

PARKING WH01

TOTAL BAYS PROVIDED


67TOTAL BAYS PROVIDED

LEGEND

INDICATES EXTENT OF HEAVY DUTY

HARDSTAND TO CIVIL ENGINEERS DETAILS

INDICATES EXTENT OF LIGHT DUTY PAVEMENT

TO CIVIL ENGINEERS DETAILS

CONCRETE PAVING WITH EXPOSED

AGGREGATE FINISH OR SIMILAR

CRUSHED ROCK TO FIRE TRUCK ACCESS

TRACK

AREA OF GRASS / LANDSCAPING, REFER TO

LANDSCAPE ARCHITECTS DRAWINGS FOR

LANDSCAPE LAYOUT AND DETAILS

1800MM HIGH BLACK VINYL COATED

CYCLONE WIRE FENCE, 3 BARB WIRES

2100MM HIGH BLACK PAINTED STEEL

DIPLOMAT / PALISADE FENCING

FN-01

FN-02

INDICATIVE LOCATION OF WALL

MOUNTED LIGHTING

WL

30,000L CAPACITY RAINWATER TANK

NOTE: TANKS WILL BE USED FOR TOILETS,

LANDSCAPE IRRIGATION AND WASH DOWN

WHERE SUITABLE.

RWT

AREA OF RAINGARDEN, REFER TO LANDSCAPE

ARCHITECTS DRAWINGS

ACTUAL LOCATIONS OF RAINGARDENS TO BE

CONFIRMED ON COMPLETION OF CIVIL DESIGN

WAREHOUSE 01

TRUCK ENTRY

CARPARK

ENTRY / EXIT

BA

TT

ER

AS

RE

QU

IRE

D

HARDSTAND GRADED TO

RECESSED LOADING DOCK RAMP

1

TRUCK EXIT

LO

T B

OU

ND

AR

Y

30

31

1

TP09

LOT BOUNDARY

WAREHOUSE DIVIDING WALL

RSD5500H X 5000W

RSD5500H X 5000W

RSD5500H X 5000W

LOT BOUNDARY

LOT BOUNDARY

1

6

7

12

CR

OS

SO

VE

R

6400

C LW

AR

EH

OU

SE

01

6942

0

WA

RE

HO

US

E S

ET

BA

CK

1920

0

FN-02

FN-02

FN-1

FN-1

FN-02

WL

PA EXIT

DOOR

2no. RECESSED

DOCK LEVELLERSRECESSED

LOADING DOCK

1.8m HIGH SCREEN

TO WASTE AREA

AUTOMATIC SLIDING

GATE TO MATCH FN-2

AUTOMATIC SLIDING

GATE TO MATCH FN-2

ROOF ACCESS

LADDER

7600 x 3600

LOADING

ZONE TYP.

PEDESTRIAN ACCESS

GATE

AUTOMATIC SLIDING

GATE TO MATCH FN-2

PA EXIT

DOOR

WL

CA

NO

PY

OV

ER

HARDSTAND

SFL 23.800

LINE OF ROOF RIDGE OVER

PA EXIT

DOOR

CARPARK

67 BAYS

6No. BICYCLE

SPACES

AREA CLEAR OF VISUAL

OBSTRUCTION. IN ACCORDANCE

WITH CLAUSE 52.06-8

EN

TR

Y

PA EXIT

DOOR

OFFICEDOUBLE

STOREY

TURN OUT BAY

STAFF

OUTDOOR

AREA

RSD5000H X 9900W

RWT

30,000L RAINWATER TANK

56

FN-02

FN-02

FN-02

FN-1

FIR

E A

CC

ES

S T

RA

CK

FIR

E A

CC

ES

S T

RA

CK

3m

LA

ND

SC

AP

E B

UF

FE

R Z

ON

E

HARDSTAND

36000

WAREHOUSE 01

97585

SETBACK

12915

SUPER CANOPY

37000

CARPARKING

72800 3485 115

ACCESS TRACK

6000 3800

LANDSCAPE

3000

TYP

2600

4900

6400

TY

P

4900

CLOFFICE SETBACK

29160

CR

OS

SO

VE

R

1009

5

CR

OS

SO

VE

R

1366

0

LO

T B

OU

ND

AR

Y

1000

WL

REFER TO TP05 FOR WAREHOUSE 02

FN-1

(TO

REPLACE

EXISTING

WIRE

MESH

FENCE)

ELECTRICAL KIOSK

PAD

7.2m x 7.2m APPROX.

RSD5500H X 5000W

FN-1

RETAINING WALL

FN-1

FN-1

RETAINING WALL

RE

TA

ININ

G W

AL

L

RETAININ

G WALL

FN-1 O

VER

RE

TA

ININ

G W

AL

L

FN

-1 O

VE

R

RE

TA

ININ

G W

AL

L

FN

-1 O

VE

R

FN-1

FN-1

LO

T B

OU

ND

AR

Y

LOT BOUNDARY

CR

OS

SO

VE

R

7200

FN-1

BITUMEN ACCESS

PATH TO

ELECTRICAL KIOSK

CONCRETE

KERB &

NATURE

STRIP TO BE

REINSTATED


DATE:

DRAWN BY:

SCALE:

SCALE:

JOB NO:







@A1PORT EXPRESS BROOKLYN SITE PLAN WAREHOUSE

0135-65 PARAMOUNT ROAD & 99 OLYMPIA STREET

-October, 2019

BM

TP04

19016

1 : 500 @A3

1 : 250

SCALE: 1 : 250

SITE PLAN - WH01


CH SA0

0

CITY OF MARIBYRNONG

ADVERTISED PLAN

EP

GS

EP

EP

ES

22

23

PU

BLI

C A

CQ

UIS

ITIO

PN

OV

ER

LAY

PUBLIC ACQUISITION

OVERLAY

6781m²

12.04

SLI

DIN

G G

AT

E T

RA

CK

SIGN

22.6

4

INVER

T OF KE

RB

SEP

DIA 0.15

EA

VE

LIN

E R

L 2

8.3

8

21.7

221

.56

21.3

6

21.2

521

.09

ED

GE

OF

FO

RM

ATI

ON

142°13'30"

10.06

30.79(S)30.81(T)

Photo 21

Photo 22

Photo 23

23.3

2

23.2

3

23.0

4

22.8

7

22.5

2

22.6

7

22.8

2

24.9

4

24.9

3

24.8

9

GA

TE

25.4

9

25.3

7

22.3

4

21.9

6

21.0

7

20.8

9

23.5

5

23.5

3

COLUMN

COLUMNCOLUMN

24.9

224

.94

22.3

0

25.1

025

.10

25.1

8

23.5

523

.63

23.5

3

23.1

223

.26

22.1

3

24.3

3

24.1

9

24.0

7

21.7

0

21.9

722.1

4

22.4

2

22.2

6

22.9

0

22.5

0

22.2

0

21.9

6

21.8

3

21.6

921

.49

20.7

321

.00

21.2

721

.39

22.6

4

22.8

2

22.9

7

25.0

7

BACK OF KERB

22.4

9

25.2

6

25.2

4

20.9

1

20.8

020

.82

20.9

320.9

521.0

7

21.2

521

.37

21.4

1

21.4

5

21.3

6

21.4

821

.43

CO

NC

RE

TE

22.4

1

22.0

9

21.8

8

21.7

3

21.6

021

.40

20.6

220

.90

21.1

921

.32

23.3

5

23.2

5

23.0

4

22.9

0

22.5

6

ED

GE O

F BITUM

EN

EDG

E OF BITU

MEN

21.0

6

20.9

7

25.2

5

25.2

5


BUILDING



EXTERNAL AREAS (APPROX)

CANOPIES 3,363m²

LIGHT DUTY 3,540m²HARDSTAND 4,610m²

CRUSHED ROCK 1,064m²

PARKING WH02

SITE COVERAGE

TOTAL DEVELOPMENT AREA

TOTAL BUILDING FOOTPRINT

24,237m²

14,054m²


GLA

TOTAL AREA 7,062m²


65


OFFICE FF 143m²

OFFICE GF 145m²

TOTAL AREA 7,278m²

PARKING WH01

TOTAL BAYS PROVIDED


67TOTAL BAYS PROVIDED

LEGEND

INDICATES EXTENT OF HEAVY DUTY

HARDSTAND TO CIVIL ENGINEERS DETAILS

INDICATES EXTENT OF LIGHT DUTY PAVEMENT

TO CIVIL ENGINEERS DETAILS

CONCRETE PAVING WITH EXPOSED

AGGREGATE FINISH OR SIMILAR

CRUSHED ROCK TO FIRE TRUCK ACCESS

TRACK

AREA OF GRASS / LANDSCAPING, REFER TO

LANDSCAPE ARCHITECTS DRAWINGS FOR

LANDSCAPE LAYOUT AND DETAILS

1800MM HIGH BLACK VINYL COATED

CYCLONE WIRE FENCE, 3 BARB WIRES

2100MM HIGH BLACK PAINTED STEEL

DIPLOMAT / PALISADE FENCING

FN-01

FN-02

INDICATIVE LOCATION OF WALL

MOUNTED LIGHTING

WL

30,000L CAPACITY RAINWATER TANK

NOTE: TANKS WILL BE USED FOR TOILETS,

LANDSCAPE IRRIGATION AND WASH DOWN

WHERE SUITABLE.

RWT

AREA OF RAINGARDEN, REFER TO LANDSCAPE

ARCHITECTS DRAWINGS

ACTUAL LOCATIONS OF RAINGARDENS TO BE

CONFIRMED ON COMPLETION OF CIVIL DESIGN

4900

6400

4900

LOT

BO

UN

DA

RY

LO

T B

OU

ND

AR

Y

LO

T B

OU

ND

AR

Y

PA EXIT

DOOR

WAREHOUSE 02

CARPARK

ENTRY / EXIT

CARPARK

65 BAYS

RECESSED

LOADING DOCK

AUTOMATIC SLIDING

GATE TO MATCH FN-2

BA

TTE

R A

S R

EQ

UIR

ED

HARDSTAND GRADED TO

RECESSED LOADING DOCK RAMP

44

TRUCK EXIT

TRUCK ENTRY

LOT BOUNDARY

PA EXIT

DOOR

RSD5500H X 5000W

RSD5500H X 5000W

RSD5500H X 5000W

RSD5500H X 5000W

4950

58

59 65

RSD5500H X 5000W

FN-02

FN-02

WL

LINE OF ROOF RIDGE OVER

WAREHOUSE DIVIDING WALL

7600 x 3600

LOADING

ZONE TYP.

2no. RECESSED

DOCK LEVELLERS

STAFF

OUTDOOR

AREA

CA

NO

PY

OV

ER

HARDSTAND

1.8m HIGH SCREEN

TO WASTE AREA

PA EXIT

DOOR

PA EXIT

DOOR

WL

6No. BICYCLE

SPACES

OFFICEDOUBLE

STOREY

TURN OUT BAY

1 22

AUTOMATIC SLIDING

GATE TO MATCH FN-2


OBSTRUCTION. IN ACCORDANCE

WITH CLAUSE 52.06-8


OBSTRUCTION. IN

ACCORDANCE WITH

CLAUSE 52.06-8

AUTOMATIC SLIDING

GATE TO MATCH FN-2

2343

WL

1

TP10

SFL 23.800

RWT

30,000L RAINWATER TANK

PEDESTRIAN ACCESS

GATE

FN-02

FN-02

FN-02

FN-02

FIR

E A

CC

ES

S TR

AC

K

FIR

E A

CC

ES

S T

RA

CK

3m LAN

DSCAPE BUFFER

ZON

E

FN-02

FN-1

FN-02

CROSSOVER

6400

4900 6400

TYP

4900TYP

2600

6499

CARPARKING

44800

CARPARKING

60400

OF

FIC

E S

ET

BA

CK

1702

5OFFICE SETBACK

29160

WAREHOUSE SETBACK

40000

WAREHOUSE 02

97585

SETBACK

12915

CR

OS

SO

VE

R

1150

0

CR

OS

SO

VE

R

1311

5

WA

RE

HO

US

E 0

2

7781

017

700

REFER TO TP04 FOR WAREHOUSE 01

HARDSTAND

36000

EN

TR

Y

1000

ENTRY PYLON REFER TP12

INDICATIVE ONLY

NOT SUBJECT TO THIS APPLICATION

FIRE HYDRANT DUAL

BOOSTER ASSEMBLY

ZONE

4000

1500


DATE:

DRAWN BY:

SCALE:

SCALE:

JOB NO:







@A1PORT EXPRESS BROOKLYN SITE PLAN WAREHOUSE

0235-65 PARAMOUNT ROAD & 99 OLYMPIA STREET

-October, 2019

BM

TP05

19016

1 : 500 @A3

1 : 250

SCALE: 1 : 250

SITE PLAN - WH02


CH SA0

0

CITY OF MARIBYRNONG

ADVERTISED PLAN

G27111R-01B

Appendix B ppendix

Appendix B SIDRA Movement Summaries

CITY OF MARIBYRNONG

RECEIVED


CITY OF MARIBYRNONG

ADVERTISED PLAN

MOVEMENT SUMMARYSite: 101 [Existing - AM]

New SiteSite Category: (None)Giveway / Yield (Two-Way)

Movement Performance - VehiclesDemand Flows 95% Back of QueueMov

ID Turn Deg.

SatnAverage

Delay Level ofService

Prop. Queued

Effective Stop Rate

Aver. No.Cycles

AverageSpeed Total HV Vehicles Distance

veh/h % v/c sec veh m km/hSouth: Paramount Road1 L2 1 0.0 0.185 7.8 LOS A 0.2 1.8 0.09 0.04 0.09 57.72 T1 300 10.9 0.185 0.2 LOS A 0.2 1.8 0.09 0.04 0.09 59.33 R2 19 22.2 0.185 8.0 LOS A 0.2 1.8 0.09 0.04 0.09 56.3Approach 320 11.5 0.185 0.7 NA 0.2 1.8 0.09 0.04 0.09 59.1

East: Indwe Street4 L2 27 26.9 0.028 7.6 LOS A 0.1 0.9 0.43 0.60 0.43 51.85 T1 1 0.0 0.013 8.0 LOS A 0.0 0.3 0.61 0.75 0.61 49.66 R2 4 25.0 0.013 12.3 LOS B 0.0 0.3 0.61 0.75 0.61 48.1Approach 33 25.8 0.028 8.2 LOS A 0.1 0.9 0.46 0.62 0.46 51.2

North: Dempster Street7 L2 32 16.7 0.213 5.8 LOS A 0.0 0.1 0.00 0.05 0.00 57.18 T1 355 9.2 0.213 0.0 LOS A 0.0 0.1 0.00 0.05 0.00 59.69 R2 1 0.0 0.213 6.8 LOS A 0.0 0.1 0.00 0.05 0.00 57.3Approach 387 9.8 0.213 0.5 NA 0.0 0.1 0.00 0.05 0.00 59.3

West: Site Access10 L2 1 100.0 0.008 8.5 LOS A 0.0 0.3 0.56 0.68 0.56 47.511 T1 1 0.0 0.008 8.1 LOS A 0.0 0.3 0.56 0.68 0.56 49.412 R2 1 100.0 0.008 19.3 LOS C 0.0 0.3 0.56 0.68 0.56 46.9Approach 3 66.7 0.008 12.2 LOS B 0.0 0.3 0.56 0.68 0.56 47.9

All Vehicles 743 11.5 0.213 1.0 NA 0.2 1.8 0.06 0.07 0.06 58.8

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

SIDRA INTERSECTION 8.0 | Copyright © 2000-2018 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFIX GROUP PTY LTD | Processed: Friday, 6 March 2020 4:47:48 PMProject: P:\Synergy\Projects\GRP2\GRP27111\07-Analysis\SIDRA\Further SIDRA Analysis (March 2020)\G27111 - Access Intersection Analysis.sip8

CITY OF MARIBYRNONG

ADVERTISED PLAN

SITE LAYOUTSite: 101 [Existing - AM]


SIDRA INTERSECTION 8.0 | Copyright © 2000-2018 Akcelik and Associates Pty Ltd | sidrasolutions.comOrganisation: TRAFFIX GROUP PTY LTD | Created: Friday, 6 March 2020 4:53:51 PMProject: P:\Synergy\Projects\GRP2\GRP27111\07-Analysis\SIDRA\Further SIDRA Analysis (March 2020)\G27111 - Access Intersection Analysis.sip8

CITY OF MARIBYRNONG

ADVERTISED PLAN

MOVEMENT SUMMARYSite: 101 [Existing - PM]



ID Turn Deg.

SatnAverage


Prop. Queued

Effective Stop Rate

Aver. No.Cycles



East: Indwe Street4 L2 27 19.2 0.026 7.1 LOS A 0.1 0.8 0.39 0.58 0.39 52.25 T1 1 100.0 0.038 20.9 LOS C 0.1 0.9 0.69 0.87 0.69 46.56 R2 12 9.1 0.038 13.2 LOS B 0.1 0.9 0.69 0.87 0.69 47.1Approach 40 18.4 0.038 9.2 LOS A 0.1 0.9 0.49 0.67 0.49 50.5


West: Site Access10 L2 2 0.0 0.007 7.1 LOS A 0.0 0.2 0.53 0.65 0.53 51.111 T1 1 0.0 0.007 9.4 LOS A 0.0 0.2 0.53 0.65 0.53 51.312 R2 1 0.0 0.007 11.9 LOS B 0.0 0.2 0.53 0.65 0.53 50.6Approach 4 0.0 0.007 8.9 LOS A 0.0 0.2 0.53 0.65 0.53 51.0

All Vehicles 885 7.5 0.283 1.3 NA 0.6 4.3 0.10 0.09 0.10 58.4



CITY OF MARIBYRNONG

ADVERTISED PLAN

SITE LAYOUTSite: 101 [Existing - PM]



CITY OF MARIBYRNONG

ADVERTISED PLAN

MOVEMENT SUMMARYSite: 101 [Post Development - AM]



ID Turn Deg.

SatnAverage


Prop. Queued

Effective Stop Rate

Aver. No.Cycles



East: Indwe Street4 L2 27 26.9 0.028 7.6 LOS A 0.1 0.9 0.43 0.60 0.43 51.85 T1 1 0.0 0.014 8.9 LOS A 0.0 0.4 0.64 0.78 0.64 49.16 R2 4 25.0 0.014 13.2 LOS B 0.0 0.4 0.64 0.78 0.64 47.5Approach 33 25.8 0.028 8.3 LOS A 0.1 0.9 0.46 0.63 0.46 51.1


West: Site Access10 L2 1 100.0 0.009 8.5 LOS A 0.0 0.3 0.60 0.70 0.60 46.711 T1 1 0.0 0.009 8.8 LOS A 0.0 0.3 0.60 0.70 0.60 48.612 R2 1 100.0 0.009 22.3 LOS C 0.0 0.3 0.60 0.70 0.60 46.2Approach 3 66.7 0.009 13.5 LOS B 0.0 0.3 0.60 0.70 0.60 47.1

All Vehicles 840 10.2 0.250 1.8 NA 0.6 4.3 0.15 0.13 0.15 57.7



CITY OF MARIBYRNONG

ADVERTISED PLAN

SITE LAYOUTSite: 101 [Post Development - AM]



CITY OF MARIBYRNONG

ADVERTISED PLAN

MOVEMENT SUMMARYSite: 101 [Post Development - PM]



ID Turn Deg.

SatnAverage


Prop. Queued

Effective Stop Rate

Aver. No.Cycles



East: Indwe Street4 L2 27 19.2 0.027 7.4 LOS A 0.1 0.8 0.42 0.60 0.42 52.15 T1 1 100.0 0.040 20.9 LOS C 0.1 1.0 0.71 0.88 0.71 46.26 R2 12 9.1 0.040 13.9 LOS B 0.1 1.0 0.71 0.88 0.71 46.7Approach 40 18.4 0.040 9.6 LOS A 0.1 1.0 0.51 0.69 0.51 50.2


West: Site Access10 L2 51 0.0 0.170 7.4 LOS A 0.6 4.1 0.56 0.78 0.56 50.311 T1 1 0.0 0.170 10.3 LOS B 0.6 4.1 0.56 0.78 0.56 50.412 R2 48 0.0 0.170 12.9 LOS B 0.6 4.1 0.56 0.78 0.56 49.8Approach 100 0.0 0.170 10.1 LOS B 0.6 4.1 0.56 0.78 0.56 50.0

All Vehicles 981 6.8 0.283 2.1 NA 0.6 4.3 0.15 0.16 0.15 57.5



CITY OF MARIBYRNONG

ADVERTISED PLAN

SITE LAYOUTSite: 101 [Post Development - PM]



CITY OF MARIBYRNONG

ADVERTISED PLAN

G27111R-01B

Appendix C ppendix

Appendix C Swept Path Diagrams

CITY OF MARIBYRNONG

RECEIVED


CITY OF MARIBYRNONG

ADVERTISED PLAN

CITY OF MARIBYRNONG

RECEIVED


CITY OF MARIBYRNONG

ADVERTISED PLAN

traffic engineering - maribyrnong

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