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November 2019 Rev2 Final 422 Canning Highway, Attadale Prepared For: Griffin Group Transport Impact Statement Report

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November 2019 Rev2 Final 422 Canning Highway, Attadale Prepared For: Griffin Group Transport Impact Statement Report November 2019 Rev2 Final 422 Canning Highway, Attadale Prepared For: Griffin Group Transport Impact Statement Report T: +61 8 9274 7076 6 Burgess St Midland WA 6056 PO Box 5060 Midland WA 6056 E: [email protected] www.dvcworld.com Client: Griffin Group Project: 422 Canning Highway, TIS DOCUMENT ISSUE AUTHORISATION Prepared Checked Approved Issue Rev Date Description By By By 0 0 21/06/2019 Draft Report CHS DNV DNV 1 0 03/07/2019 Final Report CHS DNV DNV 1 1 25/11/2019 Rev1 Final- Revised Floor CHS DNV DNV Plan & Parking 1 2 26/11/2019 Rev2 Final – Revised CHS DNV DNV Basement Plan 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 DVC Z716 422 Canning Hwy TIS - Rev2 i November 2019 Client: Griffin Group Project: 422 Canning Highway, TIS 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 2.6 CRASH HISTORY .............................................................................................................................. 5 2.7 PLANNED CHANGES TO THE ROAD NETWORK ................................................................................. 6 3. PROPOSAL ............................................................................................................................. 7 3.1 PROPOSED DEVELOPMENT ............................................................................................................... 7 3.2 PROPOSED ACCESS ......................................................................................................................... 7 3.3 PARKING ......................................................................................................................................... 8 4. TRAFFIC IMPACT ............................................................................................................... 10 4.1 TRIP GENERATION ........................................................................................................................ 10 4.2 SERVICE VEHICLES ....................................................................................................................... 10 5. SUSTAINABLE TRANSPORT ACCESS ............................................................................ 11 5.1 PEDESTRIANS AND CYCLISTS ........................................................................................................ 11 5.2 PUBLIC TRANSPORT ...................................................................................................................... 11 6. SUMMARY AND CONCLUSION ....................................................................................... 12 6.1 SUMMARY ..................................................................................................................................... 12 6.2 CONCLUSION ................................................................................................................................ 12 APPENDIX A: DEVELOPMENT PLANS ................................................................................... 13 DVC Z716 422 Canning Hwy TIS - Rev2 ii November 2019 Client: Griffin Group Project: 422 Canning Highway, TIS 1. INTRODUCTION 1.1 BACKGROUND The Griffin Group has commissioned Donald Veal Consultants to prepare this Transport Impact Statement report to support a Development Application for 14 one and two-bedroom apartments and a single ground floor office at 422 Canning Highway, Attadale. 1.2 SCOPE OF THIS REPORT The structure and scope of this Transport Statement are in accordance with Volume 4 (Individual Developments) of the Western Australian Planning Commission’s Transport Impact Assessment Guidelines (2016). DVC Z716 422 Canning Hwy TIS - Rev2 1 November 2019 Client: Griffin Group Project: 422 Canning Highway, TIS 2. EXISTING SITE CONDITIONS 2.1 LOCATION The development site is located on the north side of Canning Highway in Attadale between Moreing Road and Prinsep Road. The general locality is shown in Figure 2.1, with the site location shown in more detail in Figure 2.2. Figure 2.1: General Locality Plan Source: Nearmap Moreing Road Prinsep Road Figure 2.2: Site Location Source: Nearmap DVC Z716 422 Canning Hwy TIS - Rev2 2 November 2019 Client: Griffin Group Project: 422 Canning Highway, TIS 2.2 CURRENT LAND USES The subject site is presently a two bedroomed, single storey residential building with 11 parking bays. See Photo 1. Photo 1: The site is presently occupied by a single storey residence Other land uses in the immediate vicinity of the site are generally a mixture of commercial shopping centres, offices, consulting rooms and civic buildings interspersed with older stock walk up apartments and newer, single residential buildings. 2.3 ACCESS ARRANGEMENTS The site is currently only accessible via a single, wide crossover on Canning Highway (See Photo 1). At this location on Canning Highway there is no central median and vehicles are currently able to access the site from both directions. 2.4 ADJACENT ROAD NETWORK Canning Highway fronts the site and is the primary east-west arterial in the area with a posted speed limit of 60km/h. Approximately 150m to the west of the subject site is Stock Road, also with a posted speed limit of 60km/h, which continues south into the industrial area of O’Connor and beyond to Bibra Lake. The traffic signals at the Stock Road intersection are visible from the subject site (see Photo 2). Nearly 500m to the east of the subject site is Preston Point Road which rejoins Canning Highway several kilometres to the west and serves as an access route into Attadale and Bicton with a posted speed limit of 50km/h. DVC Z716 422 Canning Hwy TIS - Rev2 3 November 2019 Client: Griffin Group Project: 422 Canning Highway, TIS Photo 2: The signals at Stock Road are visible from the site Prinsep Road and Moreing Road are minor access roads to the east and west of the subject site which intersect with Canning Highway. They are not immediately adjacent to the subject site. Canning Highway is classified as a Primary Distributor Road in the Main Roads WA (MRWA) Functional Road Hierarchy as shown in Figure 2.3. Preston Point Road is a Distributor B road and Stock Road (south of Canning Highway) is classified as a Distributor A road. Moreing and Prinsep Roads are both classified as Access roads. DVC Z716 422 Canning Hwy TIS - Rev2 4 November 2019 Client: Griffin Group Project: 422 Canning Highway, TIS Figure 2.3: MRWA Functional Road Hierarchy 2.5 EXISTING TRAFFIC VOLUMES Traffic counts from the MRWA Traffic Map show that adjacent to the site, Canning Highway carries about 25,000 vehicles per day (vpd) on an average weekday, of which 6% are heavy vehicles. During the AM peak hour Canning Highway carries nearly 2,000 vehicles per hour (vph) with 1100vph eastbound and 900vph westbound. Preston Point Road carries a little over 10,000vpd on an average weekday with 6% heavy vehicles as well. Stock Road south of Canning Highway carries 15,100vpd with 8% heavy vehicles. No count data was available for Prinsep Road or Moreing Road. 2.6 CRASH HISTORY The MRWA Crash Analysis Reporting System (CARS) was interrogated for crash data along Canning Highway between and including Prinsep Road and Moreing Road for the latest five-year period from January 2014 to December 2018. The crash data reveals that there were 3 recorded crashes at the Moreing Road intersection, 7 crashes at the Prinsep Road intersection and 4 midblock crashes. Of the 3 Moreing Road intersection crashes 2 resulted in major Physical Damage Only (PDO) and one required medical treatment. All involved right turn movements. Out of the 7 Prinsep Road intersection crashes, there were 5 major PDO crashes, one requiring medical treatment and one with minor PDO. They comprised a combination of sideswipe crashes, rear-end crashes and right-angle crashes. DVC Z716 422 Canning Hwy TIS - Rev2 5 November 2019 Client: Griffin Group Project: 422 Canning Highway, TIS The four midblock crashes all required medical treatment, two were rear-end crashes and two were right angle crashes. 2.7 PLANNED CHANGES TO THE ROAD NETWORK
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