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ILLUMINATION BY EYEBROW LIGHTING (DOWNLIGHT ONLY)

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ILLUMINATED PYLON H = 1460H = 6000mmW = 2000mm

W = 2850LEGS = 500mm

H = 1600mmW = 1100mmLEGS = 740mm

H = 1600mmW = 1100mm

H = 1600mmW = 1100mm

H = 2100mmW = 575mm

NON-ILLUMINATED NON-ILLUMINATED NON-ILLUMINATED NON-ILLUMINATED NON-ILLUMINATED

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SIGNAGESCALE 1.100 (5) A3

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D2, D7, D8 INTERNAL DOOR

WINDOW & DOOR SCHEDULESCALE 1.50 (3) A3

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D4, D5, D10METAL ROLLER SHUTTER

TONY EDYE & ASSOCIATES PTY LTD

ARCHITECTURE PLANNING SUSTAINABILITY

PO BOX 630 NEWPORT NSW 2106 T 6129918 5277 E [email protected]

Member Australiar Institute o.. i_ l.;—

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PROJECT TITLE DRAWING TITLE

PROPOSED I MO CARWASH AT 4 CHURCH ST, KELMSCOTT WA

SIGNAGE, WINDOW AND DOOR SCHEDULES

IMO CAR WASH AUSTRALASIA PTY LTD

© COPYRIGHT

COPYING OR THE REPRODUCTION OF THIS DRAWING IS PROHIBITED WITHOUT THE CONSENT OF THE ARCHITECT

DO NOT SCALE FROM DRAWINGS VERIFY ALL DIMENSIONS ON SITE BEFORE COMMENCING CONSTRUCTION AND REPORT ANY DISCREPANCIES TO THE ARCHITECT

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^NO. DATE BY AMENDMENT APPROVED^

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357 FERNTREE GULLY ROAD MOUNT WAVERLEY VICTORIA 3149 AUSTRALIA

L J' 07.12.2016

DRAWN BY

A.LEWISHAM

PROPOSED SERVICE STATION ATLOT 200 ALBANY HIGHWAY

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RED

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GENERIC NOTES1. ALL WORKS TO BE COMPLETED BY 7-ELEVEN SIGNAGE

CONTRACTOR UNLESS NOTED

2. LESSOR TO PROVIDE POWER TO ALL SIGNS AS NECESSARY

/OTDN OSSUI

A 08.10.15 CR INFORMATION ISSUE

fcNO. DATE BY AMENDMENT APPROVED^

r 7-ELEVEN STORES ™LL™INCORPORATED INVICTORIA TELEPHONE (03) 9541 0711 FAX (03) 9541 0782

357 FERNTREE GULLY ROAD MOUNT WAVERLEYVICTORIA 3149 AUSTRALIA

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08.10.2015DRAWN BY

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1:50,1:20 (A3)DATE PLOTTED

t_______ —_____ 4

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ACOUSTIC / VISUAL SCREEN REQUIREMENT TO BE CONFIRMED BY 7-ELEVEN. 1200mm HIGH NOM. (SITE SPECIFIC)

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r- ROOF LINE BEYOND

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¥COMPRESSED CEMENT SHEETING FASCIA WITH STRIP LIGHTING BEHIND. FOLDED ZINCALUME CAP FLASHING OVER.

N ISSUIA 16.08.16 JK INITIAL ISSUE

J'JO. DATE BY AMENDMENT APPROVED^

7-ELEVEN STORESINCORPORATED IN VICTORIA TELEPHONE (03) 9541 0711 FAX (03) 9541 0782


PTY LTD4RN. 49 005299427

/mnuirBUILDING EXTERNAL PRECAST REINFORCED CONCRETE PANELS TO ENGINEER’S DETAILS

SIDE ELEVATION

ACOUSTIC /VISUAL SCREEN REQUIREMENT TO BE CONFIRMED BY 7-ELEVEN. 1200mm HIGH NOM. (SITE SPECIFIC)

SCALE 1:100 (A3)

DRAWN BY

J.KARAKAI

APPROVAL FOR ISSUE

SCALE

1:100 (A3)

GENERIC PLAN DEVELOPMENT 'DEEP PLAN'

GENERIC PLAN DEVELOPMENT

1 OF 1

SHEETSIZE

DRAWING No.

A3 GEN17-D-EL01.2

4000

FOLDED COLORBOND FLASHING TO CAP PRECAST CONCRETE PANELS. COLOUR: IRONSTONE

ICE FREEZER'BY (BY 7-ELEVEN -

VENDOR). WALLS IN ICE BOX ALCOVE TO BE PAINTED

AFFRONT ELEVATIONA010 ) SCALE 1:100 (A3)

■ GAS CYLINDERS BY OTHERS

152.4mm HIGH 7-ELEVEN INDIVIDUAL VINYL GRAPHICS APPLIED INTERNALLY TO SHOPFRONT GLAZING. COLOUR TO BOTH SIDES. REFER TO S32 DRAWING GEN15-D-A033.4 FOR DETAILS

CEILING LINE

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CAPRAL 400 SERIES ANODISED ALUMINIUM SHOPFRONT & FRAMELESS GLASS AUTO SLIDING ENTRY DOORS

COLOURED VINYL STRIPES WITH WHITE-------VINYL BACKING APPLIED TO INTERNAL FACE OF SHOPFRONT TO TERMINATE AT END OF COUNTER BEYOND. REFER TO DETAIL S33, GEN15-D-A033.4 FOR DETAILS.

- FOLDED COLORBOND FLASHING TO CAP PRECAST CONCRETE PANELS. COLOUR: IRONSTONE

STEEL FRAMED PLATFORM OVER ROOF FOR AIR COND & REFRIG EQUIPMENT TO COMPLY WITH AS 1657. REFER STANDARD DRG. GEN15-D-S020. DESIGN TO COMPLY WITH COUNCIL & ACOUSTIC REQUIREMENTS

- SCROLLING MEDIA SIGN

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NFORM^TION BiiUIA 16.08.16 JK INITIAL ISSUE

JJJO. DATE BY AMENDMENT APPROVED,

7-ELEVEN STORES ELL2INCORPORATED IN VICTORIA TELEPHONE (03) 9541 0711 FAX (03) 9541 0782

357 FERNTREE GULLY ROAD MOUNT WAVERLEYVICTORIA 3149 AUSTRALIA L ■ i

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SIDE ELEVATIONSCALE 1:100 (A3)

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DRAWN BY

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APPROVAL FOR ISSUE

SCALE

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GENERIC PLAN DEVELOPMENT 'DEEP PLAN'

GENERIC PLAN DEVELOPMENT

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GENERIC NOTES1. ALL WORKS TO BE COMPLETED BY LESSOR UNLESS NOTED

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A 02.10.15 HS INFORMATION ISSUE

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PTY LTDAB.N. 48 005 299 427

I 01.10.2015

DRAWN BY

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(mm — >

212m2 CONVENIENCE STOREGENERIC DRAWINGS

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CANOPY ELEVATIONSSCALE [

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LED LIGHT FITTING: REFER LIGHTING PLAN GEN15-D-A025.2

ALL EXPOSED STEEL TO BE PAINTED WHITE. REFER TO DWG. GEN15-D-S040 FOR STRUCTURAL STEEL DETAILS

NOM. 150 x 100 DOWNPIPE (TYP) TO CANOPY COLUMN.

LA025.2/ SCALE 1:100 (A3)

BOX GUTTER 0.1 ZINCALUME JOINTS LAPPED 100 RIVETED & SILICON SEALED

ZINCALUME 'STRAMIT' HI-TEN SPEED DECK 500 0.65TCT ROOF SHEETING WITH 1° PITCH TO BOX GUTTER

COLORBOND "SURFMIST" SOFFIT LINING STRAMIT MONOPANEL 250 FIXED TO UNDERSIDE OF PURLINS

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A 02.10.15 HS INFORMATION ISSUE

^NO. DATE BY AMENDMENT APPROVED,



PTY LTDAB.11.46 005 294 427

GENERAL NOTES1. THIS GENERIC DRAWING IS FOR INFORMATION ONLY AND NOT TO BE USED

FOR CONSTRUCTION

2. CANOPY DESIGN MUST BE IN COMPLIANCE WITH AS1940 AND ALL OTHER RELEVANT STATUTORY AND LOCAL AUTHORITY'S REQUIREMENTS

3. BUNDED AREA TO BE DESIGN TO SUIT SITE CONDITIONS

/BAT? CHEATS01.10.2015

DRAWN BY

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PTY LTDA8N 4B 005299427

/TOFWBfTB-1010 2016

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A 021015 HS INFORMATION ISSUE

c. DATE BY AMENDMENT APPROVED,



PTY LTDABN 46 M5 299 427

01 10 2015

GENERIC NOTES1 ALL WORKS TO BE COMPLETED BY LESSOR UNLESS NOTED

2 REFER TO DRAWING A024 FOR FINISHES SCHEDULE

DRAWN BY

A DESHPANDE

APPROVAL FOR ISSUE

SCALE

1 100,1 50 (A3)

212m2 CONVENIENCE STORE GENERIC DRAWINGS

-

TITLE

CANOPY PLANSHEET SHEET

SIZEDRAWING No REVISION NO

1 OF 4^-----------------------

A3 GEN15-D-A025 1 A ,

Project: Client: Author: Date: Document #

Proposed Development Lot 200 Church St. Bestarch Holdings Pty Ltd T Shaw 09/12/16 1611018-TS-001-3

CONSULTING CIVIL AND TRAFFIC ENGINEERS 1 ST. FLOOR, 908 ALBANY HIGHWAY, EAST VICTORIA PARK WA 6101.

PHONE|-H31 8 9355 1300 FACSIMILE! -H31 8 9355 1922

EMAIL| admin@ shavvmac.com.au

SHAWMAC

Document Status

Version Prepared By Reviewed By Approved By Date

1 TShaw E Wilks TShaw 30/11/16 2 TShaw E Wilks TShaw 08/12/16 3 T Shaw E Wilks TShaw 09/12/16

Disclaimer Although all care has been taken in the preparation of this document, Shawmac Pty Ltd and all parties associated with the preparation of this document disclaim any responsibility for any errors or omissions. Shawmac Pty Ltd reserves the right to amend or change this document at any time. This document does not constitute an invitation, agreement or contract (or any part thereof) of any kind whatsoever. Liability is expressly disclaimed by Shawmac Pty Ltd for any loss or damage which may be sustained by any person acting on this document ©Shawmac Pty. Ltd. 2016

File Reference: Y:\Jobs Active 2016\T&T - Traffic and ParkinglElton Swarts_Church St_TS_1611018\Repor1\Church St_TS_091216.doc

SHAWMAC

Contents

1. Introduction 5

2. Transport Impact and Parking Assessment Objective 5

3. Site Location 5

4. Development Proposal 6

4.1. Proposed Land Uses 6

4.2. Site Access Arrangements 7

5. Existing Situation 7

5.1. Existing Site Use 7

5.2. Existing Parking Provision 7

5.3. Existing Surrounding Land Uses 7

5.4. Existing Surrounding Road Network 8

5.4.1. Road Hierarchy 8

5.4.2. Intersections 9

5.5. Existing Traffic Volumes 9

5.6. Existing Pedestrian/Cyclist Networks 10

5.7. Existing Public Transport 10

5.8. Crash History 11

6. Changes to Surrounding Transport Networks 11

7. Integration with Surrounding Area 11

8. Analysis of Transport Networks 11

8.1. Assessment Years 11

8.2. Time Periods for Assessment 11

9. Traffic Generation and Distribution 12

10. Intersection Capacity Analysis 14

10.1. SIDRA Analysis L . 2 1 DEC. .2015 . .A 15

10.2. Impact of Other Developments 17

10.3. Review of On-Site Circulation, Service/Delivery Arrangements and Sightlines 18

11. Car Parking Assessment 20

12. Pedestrians and Cyclists 20

13. Public Transport 21

14. Conclusions 21

15. Appendix A - Site Plan 23

16. Appendix B - Traffic Management Plan 25

16.1. Objective 25

16.2. Controls 25

16.2.1. Administrative Controls 25

16.2.2. Physical Controls 25

Figures

Figure 1 - Site Location 6

Figure 2 - Local Context 6

Figure 3 - Road Hierarchy 9

Figure 4 - Pre-Development Base Traffic Volumes: Albany Hwy/Church St. - Existing PM. Peak Hour 10

Figure 5 - Predicted PM Peak Hour Movements 14

Figure 6 - Existing Adjusted and Future Predicted PM Peak Flows 15

Figure 7 - Sidra Modelling - Existing Flows Intersection PM Peak 16

Figure 8 - Sidra Modelling - Predicted Flows Intersection PM Peak 16

Figure 9 - Tanker Access 19

Figure 10 - Waste Truck Turning Movements ^ — ^ 19

(C 21 DEC 2013 ) )

Tables ^ ^ ^ ^ ^ ^ ^ Table 1 - Existing Daily Traffic Volumes for Primary Boundary Road Network 10

31P a g e

Table 2 - Traffic Generation 12

Table 3 - PM Peak Hour Distribution 13

Table 4 - Intersection Performance Comparison 17

Table 5 - Parking Assessment 20

SHAWMAC

1. Introduction

Shawmac has been commissioned to prepare a detailed Transport Impact and Car Parking Assessment for a

proposed Development Application on Lot 200, Church Street, Kelmscott in the City of Armadale. This

assessment report has been prepared in accordance with the Western Australian Planning Commission

(WAPC) document Transport Assessment Guidelines for Development: Volume 4 - Individual Developments.

The assessment considers aspects associated with:

• Generation of traffic and assessment of potential impacts associated with the proposed changes to

activities on the subject lands on the adjacent road network and local intersection;

• Assessment of public transport, cycling and pedestrian infrastructure;

• Review of proposed access arrangements; and

• Internal car parking needs and review of delivery and service vehicle manoeuvring on the site for

the proposed Development Application provisions.

2. Transport Impact and Parking Assessment Objective

This detailed assessment aims to quantify and review the anticipated traffic operations impacts associated with

the proposed Development Application, including the impact of increased vehicle numbers and movements at

connections to the boundary road network. The assessment also includes consideration of the general

proposed car parking arrangements in the context of the required supply and demand.

3. Site Location

The proposed Development Application is to be located at Lot 200, Church Street, Kelmscott, in the City of

Armadale. The subject lands are located on the east side of Albany Highway, on the north side of Church

Street, within the Kelmscott Town Centre and approximately 680m north of the intersection of Albany Highway

with Brookton Highway. The site is currently vacant and bounded by Church Street to the south, existing

residential uses to the east and south and existing commercial to the north and west. Albany Highway also

forms the western boundary of the lands. Figure 1 shows the metropolitan contextual location of the proposed

development. Figure 2 shows the location of the site in the context of the existing adjacent urban layout.

5|P a g e

SHAWMAC

Figure 1 - Site Location

Figure 2 - Local Context

4. Development Proposal

4.1. Proposed Land Uses

The proposed development incorporates the following land uses:

• Petrol Station + Convenience Store - 8 bowsers + 208.8 m2 convenience store plus proposed car

parking for 23 bays not including bowser parking;

Fast Food with Drive Through -112.7 m2plus car queue length accommodating 6 vehicles; additional

"RECEIVED" 61 P a g e

SHAWMAC

parking accommodated in the convenience store 23 bays;

• Drive Through Coffee - 75.5 m2 plus car queue length accommodating 4 vehicles;

• Carwash incorporating an auto wash booth and 3 jet wash stations with queuing for 4 vehicles at the

auto wash and 3 vehicles at each jet wash plus parking for 11 vehicles.

The indicative conceptual site plans for the two options are attached in Appendix A.

4.2. Site Access Arrangements

Primary vehicular access to the site will be accommodated via a left-in crossover to the east side of Albany

Highway, approximately 65m north of the intersection with Church Street with this access already discussed

and negotiated in some detail with Main Roads Western Australia. The egress and secondary access point will

be located approximately 45m east of Albany Highway on the north side of Church Street and will consist of a

full movement unsignalised T-intersection.

5. Existing Situation

5.1. Existing Site Use

The site is currently vacant.

5.2. Existing Parking Provision

No car parking is currently accommodated on the site.

5.3. Existing Surrounding Land Uses

The site is currently bounded by Albany Highway to the west, Church Street to the south, residential uses to the

east and broadly north and to the south of Church Street with existing commercial uses also in place to the

west of the site on the opposite side of Albany Highway. The site is located within the Kelmscott Town Centre.

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5.4. Existing Surrounding Road Network

5.4.1. Road Hierarchy

Albany Highway

Albany Highway is a primary north-south road providing direct access between the Perth CBD and the

Armadale City Centre as a parallel route connecting a number of District and Regional Centres such as

Cannington, Victoria Park, Bentley and Kenwick. It provides the primary access into and out of these centres

as well as the Perth CBD with direct connections afforded to the Brookton Highway to the south of the subject

lands as well as to Tonkin Highway and Roe Highway to the north. In vicinity of the proposed development, it

has been constructed as dual divided carriageway to the north and south of the intersection with Church Street.

It currently operates under a 60kph speed limit. Under the Main Roads Western Australia (MRWA) Functional

Road Hierarchy, Albany Highway is classified as a Primary Distributor road which provides for major regional

and inter-regional traffic movement and carries large volumes of generally fast moving traffic. It is a strategic

freight route and operated, maintained and owned by Main Roads WA.

Church Street

Church Street forms the southern boundary of the site and runs in an east-west direction easterly from an

unsignalised T-intersection with Albany Highway. It has been constructed as a wide single carriageway with a

short raised median on approach to Albany Highway. It operates under an unposted 50km/h speed limit.

Under the Main Roads Western Australia Functional Road Hierarchy, it has been classified as a District

Distributor B Road which is defined as a road that carries traffic between industrial, commercial and residential

areas and generally connect to District Distributor A roads or Primary Distributors. District Distributor A and B

roads run between land-use cells and generally not through them, forming a grid which would ideally space

them around 1.5 kilometres apart. They are managed by local government. Indicative traffic volumes are above

6,000 vehicles per day with typical operating speeds of between 60 and 70 km/h. Church Street is managed by

the City of Armadale.

Figure 3 shows the existing road classification under the MRWA Road Mapping System for roads in the vicinity

of the site.

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Figure 3 - Road Hierarchy

5.4.2. Intersections

Albany Highway/Church Street

This intersection operates as an unsignalised T-intersection under Stop Control on the Church Street approach

to Albany Highway. No turn pockets are currently in place at this location on Albany Highway

5.5. Existing Traffic Volumes

Traffic data sourced from MRWA indicates the average existing weekday daily traffic volume as shown in Table

1. Additional surveys were undertaken on Thursday 2nd July 2015 and Friday 3rd July 2015 to ascertain the

levels of traffic on Church Street during the peak periods. A large disparity between daily volumes estimated

from the peak hour turning movement counts and a City of Armadale count taken in 2013 was noted; and this

may be attributable to the impact of school traffic which was not reflected in the peak hour survey.

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