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October 2016 Final Lot 9 Hynes Road, Waterloo Prepared For

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October 2016 Final Lot 9 Hynes Road, Waterloo Prepared For October 2016 Final Lot 9 Hynes Road, Waterloo Prepared For: Margate Enterprises Pty Ltd Traffic Study Report T: +61 8 9274 7076 6 Burgess St Midland WA 6056 F: +61 8 9274 4854 PO Box 5060 Midland WA 6056 E: [email protected] www.dvcworld.com Client: Margate Enterprises Pty Ltd Project: Lot 9 Hynes Road, TS DOCUMENT ISSUE AUTHORISATION Prepared Checked Approved Issue Rev Date Description By By By 0 0 30/09/2016 Draft Report SGY GTT SGY 1 0 11/10/2016 Final Report SGY DNV DNV The information contained in this document is solely for the use of the client identified for the purpose for which it has been prepared. It is not to be used by any third party and no responsibility is undertaken to any third party. All photographs remain the copyright of Donald Veal Consultants and are included for illustration only. Donald Veal Consultants Pty Ltd Z504 Lot 9 Hynes Road TS Final i October 2016 Client: Margate Enterprises Pty Ltd Project: Lot 9 Hynes Road, TS TABLE OF CONTENTS PAGE 1. INTRODUCTION....................................................................................................................1 1.1 BACKGROUND................................................................................................................................. 1 1.2 SCOPE OF THIS REPORT ................................................................................................................... 1 2. EXISTING SITE CONDITIONS.............................................................................................2 2.1 LOCATION....................................................................................................................................... 2 2.2 CURRENT LAND USES ..................................................................................................................... 3 2.3 ACCESS ARRANGEMENTS ............................................................................................................... 3 2.4 ADJACENT ROAD NETWORK........................................................................................................... 3 2.5 EXISTING TRAFFIC VOLUMES ......................................................................................................... 5 2.5.1 MRWA data......................................................................................................................... 5 2.5.2 DVC surveys ....................................................................................................................... 5 2.6 CRASH HISTORY.............................................................................................................................. 5 2.7 PLANNED CHANGES TO THE ROAD NETWORK ................................................................................. 5 3. PROPOSED DEVELOPMENT...............................................................................................6 3.1 GENERAL ........................................................................................................................................ 6 3.2 ACCESS ARRANGEMENTS ............................................................................................................... 6 4. TRAFFIC GENERATION & TRIP DISTRIBUTION ............................................................8 4.1 TRAFFIC GENERATION.................................................................................................................... 8 4.2 TRIP DISTRIBUTION......................................................................................................................... 8 4.3 PARKING PROVISION ................................................................................................................... 9 5. LOCAL ROAD INTERSECTION ANALYSIS ....................................................................10 5.1 INTERSECTION ANALYSIS ............................................................................................................. 10 5.2 EXISTING TRAFFIC FLOWS ............................................................................................................ 10 5.2.1 Hynes Road / Forrest Highway Intersection..................................................................... 10 5.2.2 Hynes Road / South Western Highway Intersection.......................................................... 11 5.3 FUTURE FLOWS WITH DEVELOPMENT TRAFFIC ............................................................................. 11 5.3.1 Hynes Road / Forrest Highway Intersection..................................................................... 11 5.3.2 Hynes Road / South Western Highway Intersection.......................................................... 12 6. SITE ACCESS ANALYSIS...................................................................................................13 6.1 LOCATION AND VISIBILITY ........................................................................................................... 13 6.2 ACCESS ASSESSMENT ................................................................................................................... 13 7. SUMMARY AND CONCLUSION.......................................................................................14 7.1 SUMMARY..................................................................................................................................... 14 7.2 CONCLUSION ................................................................................................................................ 14 APPENDIX A: TRAFFIC TURNING COUNT SURVEY RESULTS.........................................15 APPENDIX B: DEVELOPMENT CONCEPT PLAN ..................................................................18 APPENDIX C: SIDRA OUTPUTS ...............................................................................................20 APPENDIX D: EXTRACT FROM AS2890.1 ..............................................................................25 Z504 Lot 9 Hynes Road TS Final i October 2016 Client: Margate Enterprises Pty Ltd Project: Lot 9 Hynes Road, TS 1. INTRODUCTION 1.1 BACKGROUND Margate Enterprises Pty Ltd has commissioned Donald Veal Consultants to prepare this Traffic Study report to support their town planning scheme amendment proposal to the Shire of Dardanup regarding a proposed Funeral Parlour development in Waterloo. The development will comprise a funeral complex building with a footprint of around 2,500 m2 and approximately 150 formal parking bays. Additional parking will be available on grassed areas when required. Only basic concept plans of the development layout are available at this time. 1.2 SCOPE OF THIS REPORT The scope of this report is limited to addressing two initial queries regarding the proposed development, as raised by the Shire. These were stated as follows:- 1. The study need to look at the performance of the following intersections:- Hynes Road with Forrest Highway Hynes Road with South Western Highway 2. It also need to address the crossover to the site with respect to:- Location Entry & exit movements Slip lane requirements Sightlines The Study report does not therefore constitute a full Traffic Impact Assessment of the proposed development. Z504 Lot 9 Hynes Road TS Final 1 October 2016 Client: Margate Enterprises Pty Ltd Project: Lot 9 Hynes Road, TS 2. EXISTING SITE CONDITIONS 2.1 LOCATION The development site is basically triangular in shape, and lies to the south and west of Hynes Road in Waterloo, on the inside of the bend in the road at its intersection with Clifton Road. The general locality is shown in Figure 2.1, with the site location shown in more detail in Figure 2.2. Forrest Site Highway Location Hynes Road South Western Highway Figure 2.1: General Locality Plan Source: Nearmap Clifton Road Forrest Highway Proposed development site Hynes Road Figure 2.2: Site Location Source: Nearmap Z504 Lot 9 Hynes Road TS Final 2 October 2016 Client: Margate Enterprises Pty Ltd Project: Lot 9 Hynes Road, TS 2.2 CURRENT LAND USES The site currently accommodates a house, sheds and a bore. These structures will be demolished prior to construction of the new development. A row of power poles runs along the southern boundary of the site. Any Western Power exclusion zone associated with these may limit the options for the proposed site layout. See Photo 1. Photo 1: There is a row of power poles along the southern boundary of the site. 2.3 ACCESS ARRANGEMENTS The site will have a single crossover providing access to and from Hynes Road. 2.4 ADJACENT ROAD NETWORK The road network adjacent the site consists of Hynes Road, Clifton Road, Forrest Highway and South Western Highway. Hynes Road is constructed as a single carriageway road, with one lane in each direction. It is classified as a Regional Distributor Road in MRWA’s functional road hierarchy, and has a posted speed limit of 80 km/h. The right angle bend in Hynes Road near the site has an indicated advisory speed limit of 35 km/h. See Photo 2. Forrest Highway is constructed as a divided carriageway, with 2 lanes in either direction. South Western Highway is an undivided carriageway, with one lane in each direction. Both roads are classified as Primary Distributor Roads in MRWA’s functional road hierarchy and are subject to a speed limit of 110 km/h. See Figure 2.1. Z504 Lot 9 Hynes Road TS Final 3 October 2016 Client: Margate Enterprises Pty Ltd Project: Lot 9 Hynes Road, TS Photo 2: Right angled bend in Hynes Road at Clifton Road intersection. Site Location Figure 2.3: MRWA Road Hierarchy Z504 Lot 9 Hynes Road TS Final 4 October 2016 Client:
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