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Feilding Growth Precinct 4 Traffic Impact Assessment

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Feilding Growth Precinct 4 Traffic Impact Assessment Feilding Growth Precinct 4 Traffic Impact Assessment May 2018 289 FEILDING GROWTH PRECINCT 4 – TRAFFIC IMPACT ASSESSMENT Contact Details WSP Opus Palmerston North Office L4, The Square Centre 478 Main Street PO Box 1472, PN Central Palmerston North 4440 New Zealand Telephone: +64 6 350 2500 Mobile: Document Details: Date: May 2018 Reference: 5-P1114.00 Status: Final Prepared by: Matthew Evis | Senior Transport Planner Matthew Gatenby | Principal Transport Engineer Reviewed by: Kristoffer Hansson | Auckland Transport Planning Team Leader Approved for Release by: Rochelle MacDonald | Civil Team Leader www.wsp -opus.co.nz ©WSP OPUS | DATE 290 FEILDING GROWTH PRECINCT 4 – TRAFFIC IMPACT ASSESSMENT Executive Summary ............................................................................................................................................. 5 1 Introduction .................................................................................................................................................. 9 1.1 Project Context ..................................................................................................................................... 9 1.2 Project Purpose ...................................................................................................................................10 1.3 Project Objectives ................................................................................................................................10 1.4 Data Collected .....................................................................................................................................10 1.5 Report Structure ..................................................................................................................................11 2 Existing Conditions .....................................................................................................................................12 2.1 Road Network ......................................................................................................................................12 2.1.1 Road Network Description ................................................................................................................12 2.1.2 Site Description ................................................................................................................................13 2.2 Crash History .......................................................................................................................................15 3 Existing Traffic Patterns .............................................................................................................................18 3.1 Traffic Flow Profiles .............................................................................................................................18 3.2 Background Traffic Growth ...................................................................................................................18 4 Future Network Conditions .........................................................................................................................20 4.1 Proposed Development ........................................................................................................................20 4.2 Development Staging ...........................................................................................................................21 4.3 Trip Generation ....................................................................................................................................22 4.4 Trip Distribution ...................................................................................................................................23 4.5 Trip Assignment ...................................................................................................................................24 4.6 Forecast Intersection Volumes .............................................................................................................25 5 Assessment of Effects ................................................................................................................................26 5.1 Assessment Approach .........................................................................................................................26 5.1.1 Modelling Tools ................................................................................................................................26 5.1.2 Modelling Assumptions ....................................................................................................................26 5.1.3 Performance Criteria ........................................................................................................................27 5.2 Existing Operations ..............................................................................................................................27 5.2.1 Site 1 – North Street / Lethbridge Street / Makino Road / Chamberlain Street / Denbigh Street ...........27 5.2.2 Site 2 – North Street / Churcher Street ..............................................................................................30 5.2.3 Site 3 – Kimbolton Rd (SH54) / North Street / Pharazyn Street / Seddon Street ..................................31 5.3 Future Scenarios .................................................................................................................................32 5.3.1 Stage 1 and 2 Assessment ...............................................................................................................32 5.3.2 Stage 3 and 4 Assessment ...............................................................................................................37 5.4 Wider Considerations ...........................................................................................................................41 5.4.1 Timing of Internal East-West Connections .........................................................................................41 5.4.2 Local Network Effects.......................................................................................................................41 5.4.3 Midblock Capacity on Kimbolton Road (SH54) ..................................................................................41 5.4.4 Trip Reassignment ...........................................................................................................................42 5.4.5 Improved Accessibility to Non-Car Based Modes ..............................................................................42 6 Conclusions ................................................................................................................................................43 6.1 Key Findings ........................................................................................................................................43 6.2 Recommendations ...............................................................................................................................44 Appendix A – Crash History (CAS) .....................................................................................................................45 Appendix B – Traffic Flow Profiles (2017) ...........................................................................................................46 Appendix C – Traffic Turning Counts (2017) ......................................................................................................51 www.wsp -opus.co.nz ©WSP OPUS | MAY 2018 PAGE 3 OF 79 291 FEILDING GROWTH PRECINCT 4 – TRAFFIC IMPACT ASSESSMENT Appendix D – Background Traffic Growth Analysis ...........................................................................................54 Appendix E – Trip Generation Rate Calculations ...............................................................................................56 Appendix F – Census Data and Trip Distribution (2013) ....................................................................................58 Appendix G – Trip Distribution / Assignment Assumptions ..............................................................................60 Appendix H – Future Forecast Traffic Volumes ..................................................................................................63 Appendix I – Traffic Modelling Outputs ..............................................................................................................68 www.wsp -opus.co.nz ©WSP OPUS | MAY 2018 PAGE 4 OF 79 292 FEILDING GROWTH PRECINCT 4 – TRAFFIC IMPACT ASSESSMENT Executive Summary Introduction WSP-Opus have been commissioned by Manawatu District Council (MDC) to develop a traffic impact assessment (TIA) in relation to the proposed Growth Precinct 4 of the Urban Growth Plan Change. The TIA will be used to support the Plan Change and Section 32 report at time of public notification. The purpose of the traffic impact assessment is to assess the transportation effects of the proposed re-zoning and future residential development of Growth Precinct 4 (with reference to the conceptual roading network) on the efficient and effective operation of the surrounding road network. Study Area The Traffic Impact Assessment focuses on the effects of additional traffic generation from Growth Precinct 4 on the arterial road network located within the immediate vicinity of the development, focusing on the following sites: • Site 1: North Street / Lethbridge Street / Makino Road / Chamberlain
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