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Lots 6 & 7 Great Eastern Highway, Midvale

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Lots 6 & 7 Great Eastern Highway, Midvale Proposed Service Station Lots 6 & 7 Great Eastern Highway, Midvale Transport Impact Assessment PREPARED FOR: Gazebo Management Pty Ltd December 2020 Document history and status Date Author Revision Approved by Revision type approved Waihin Tun r01 R White 9/11/2020 Draft Waihin Tun r01a R White 10/11/2020 Final Waihin Tun r01b R White 02/12/2020 Revised Final File name: t20.279.wt.r01b Author: Waihin Tun Project manager: Behnam Bordbar Client: Gazebo Management Pty Ltd Project: Lots 6 & 7 Great Eastern Highway, Midvale Document revision: r01b Project number: t20.279 Copyright in all drawings, reports, specifications, calculations and other documents provided by the Consultant in connection with the Project shall remain the property of the Consultant. The Client alone shall have a license to use the documents referred to above for the purpose of completing the Project, but the Client shall not use, or make copies of, such documents in connection with any work not included in the Project, unless written approval is obtained from the Consultant or otherwise agreed through a separate contract. t20.279.wt.r01b Page 1 TABLE OF CONTENTS 1.0 INTRODUCTION ............................................................................................... 5 2.0 DEVELOPMENT PROPOSAL ............................................................................. 7 2.1 PROPOSED ACCESS FOR ALL MODES ......................................................................................................... 7 3.0 EXISTING SITUATION ....................................................................................... 9 3.1 EXISTING SITE USE, ACCESS AND PARKING ................................................................................................ 9 3.2 EXISTING SITE TRAFFIC GENERATION .......................................................................................................... 9 3.3 EXISTING ROAD NETWORK ......................................................................................................................... 9 3.4 EXISTING TRAFFIC VOLUMES ON ROADS ................................................................................................. 11 3.5 HEAVY VEHICLES........................................................................................................................................ 13 3.6 PUBLIC TRANSPORT ACCESS ..................................................................................................................... 14 3.7 PEDESTRIAN AND CYCLIST FACILITIES ....................................................................................................... 15 3.8 CRASH DATA ............................................................................................................................................. 16 4.0 CHANGES TO SURROUNDING TRANSPORT NETWORKS ........................ 17 5.0 INTEGRATION WITH SURROUNDING AREA .............................................. 18 6.0 TRAFFIC ASSESSMENT .................................................................................... 19 6.1 ASSESSMENT PERIOD ................................................................................................................................. 19 6.2 TRIP GENERATION AND DISTRIBUTION .................................................................................................... 19 6.3 TRAFFIC FLOWS.......................................................................................................................................... 24 6.4 ANALYSIS OF LOCAL INTERSECTIONS & DEVELOPMENT’S CROSSOVERS ............................................... 27 6.5 IMPACT ON SURROUNDING ROADS ........................................................................................................ 30 6.6 IMPACT ON NEIGHBOURING AREAS ........................................................................................................ 31 6.7 TRAFFIC NOISE AND VIBRATION ............................................................................................................... 31 7.0 PARKING .......................................................................................................... 32 8.0 PROVISIONS FOR HEAVY VEHICLES ............................................................ 33 9.0 PUBLIC TRANSPORT ACCESS ........................................................................ 34 10.0 PEDESTRIAN AND CYCLIST ACCESS ............................................................. 35 11.0 CONCLUSIONS ............................................................................................... 36 APPENDIX A – SITE PLAN APPENDIX B – TURN PATH PLANS – 19.0m FUEL TANKER APPENDIX C – TURN PATH PLANS – SERVICE VEHICLE APPENDIX D – SIDRA RESULTS t20.279.wt.r01b Page 2 REPORT FIGURES Figure 1: Location of the subject site ......................................................................................................... 5 Figure 2. MRS Map ...................................................................................................................................... 6 Figure 3. Proposed Access Arrangements ................................................................................................. 8 Figure 4. Eastbound view along Great Eastern Highway ....................................................................... 10 Figure 5. Southbound view along Victoria Parade ................................................................................. 11 Figure 6: Existing peak hour traffic counts .............................................................................................. 12 Figure 7. Existing heavy vehicle road network classification (RAV) ..................................................... 13 Figure 8. Existing bus routes (source: Transperth).................................................................................. 14 Figure 9. Bike map (source: Transperth) .................................................................................................. 15 Figure 10. Passing trade development traffic – weekday AM & PM peak hours ............................... 21 Figure 11. Additional (non-passing trade) development traffic - weekday AM & PM peak hours ... 22 Figure 12. Total peak hour development traffic – Weekday AM and PM peak hours ....................... 23 Figure 13. Existing traffic flows at the intersection of Great Eastern Highway/ Victoria Parade and subject site crossovers – Weekday AM & PM peak hours (Survey results) ......................................... 24 Figure 14. Revised existing traffic flows– Weekday AM & PM peak hours ......................................... 25 Figure 15. Post development traffic flows – Weekday AM and PM peak hours ................................ 26 Figure 16. Network model – SIDRA layout of Great Eastern Highway/ Victoria Parade intersection (two-stage model layout in SIDRA) .......................................................................................................... 28 Figure 17. SIDRA Network model – SIDRA layout of crossover 1 and 2 on Victoria Parade ........... 29 t20.279.wt.r01b Page 3 REPORT TABLES Table 1. Crash history for the Great Eastern Highway/ Victoria Parade Intersection ........................ 16 Table 2. Estimated proposed development traffic generation .............................................................. 20 Table 3. SIDRA results for Great Eastern Highway/ Victoria Parade (Stage 1 and 2) – Weekday AM peak period (Existing) ................................................................................................................................ 46 Table 4. SIDRA results for Great Eastern Highway/ Victoria Parade (Stage 1 and 2) – Weekday PM peak period (Existing) ................................................................................................................................ 47 Table 5. SIDRA results for the crossover 1 on Victoria Parade - Weekday AM peak period (Existing) ...................................................................................................................................................................... 48 Table 6. SIDRA results for the crossover 1 on Victoria Parade - Weekday PM peak period (Existing) ...................................................................................................................................................................... 48 Table 7. SIDRA results for the crossover 2 on Victoria Parade - Weekday AM peak period (Existing) ...................................................................................................................................................................... 49 Table 8. SIDRA results for the crossover 2 on Victoria Parade - Weekday PM peak period (Existing) ...................................................................................................................................................................... 49 Table 9. SIDRA results for Great Eastern Highway/ Victoria Parade (Stage 1 and 2) – Weekday AM peak period (Post development – 2021) ................................................................................................. 50 Table 10. SIDRA results for Great Eastern Highway/ Victoria Parade (Stage 1 and 2) – Weekday PM peak period (Post development – 2021) .......................................................................................... 51 Table 11. SIDRA results for the crossover 1 on Victoria Parade - Weekday AM peak period (Post development – 2021) ................................................................................................................................
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