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Green Line Metro Upgrade – Line B Filename

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Green Line Metro Upgrade – Line B Filename New Metro North Green Line Metro Upgrad e – Line B NMN - GTW - 00 0 3 _ 01 Document Control Information Document Title New Metro North Green Line Metro Upgrade – Line B Filename Date Description Doc. No. Rev. Prepared Checked Approved 2 7 /06/2017 DRAFT NMN - GTW - 00 03 01 PB AF Table of Contents EXECUTIVE SUMMARY ................................ ................................ ................................ .......... 7 INTRODUCTION ................................ ................................ ................................ ..................... 8 2.1 Study Scope and Objective ................................ ................................ ........................... 9 2.2 Luas Green Line Tie - in Study ................................ ................................ ......................... 9 EXISTING INFRASTRUCTURE ................................ ................................ ................................ 11 3.1 Line B (Ranelagh to Sandyford) ................................ ................................ ................... 11 3.2 Line B1 (Sandyford to Bride’s Glen) ................................ ................................ ............ 11 METRO OPERATING SCENARIOS ................................ ................................ .......................... 12 4.1 Scenario 1: 60m LFV – Driver Controlled ................................ ................................ ..... 12 4.2 Scenario 2: 60m HFV – Fully Automatic ................................ ................................ ...... 12 4.3 Scenario 3: 90m LFV – Driver Controlled ................................ ................................ ..... 13 INFRASTRUCTURE ASSESSMENT ................................ ................................ .......................... 13 5.1 Line B (Ranelagh to Sandyford)/Segregation ................................ ............................... 13 5.2 Luas Stop/Platform Modifications ................................ ................................ .............. 17 5.3 Sandyford Depot Implications ................................ ................................ .................... 26 COST IMPACT ESTIMATE LINE B (RANELAGH TO SANDYFO RD) ................................ ............ 29 6.1 Scenario 1: 60m LFV – Driver Controlled ................................ ................................ ..... 29 6.2 Scenario 2: 60m HFV – Fully Automatic ................................ ................................ ...... 31 6.3 Scenario 3: 90m LFV – Driver Controlled ................................ ................................ ..... 33 6.4 Costs Summary for All Scenarios ................................ ................................ ................ 35 CONCLUSION ................................ ................................ ................................ ....................... 36 APPENDICES ................................ ................................ ................................ ........................ 37 8.1 APPENDIX 1: LINE B STUDY AREA SCENARIO 3 STOP ANALYSIS ................................ ... 37 8.2 APPENDIX 2: LINE B STUDY AREA SCENARIO 3 PLATFORM DRAWINGS ....................... 71 8.3 APPENDIX 3: LINE B STUDY AREA SCENARIO 2 PLATFORM DRAWINGS ....................... 72 Page 3 of 7 2 List of Figures Figure 1: Overall cost estimates for Line B for all scenarios ................................ ................................ 7 Figure 2: NMN tie - in point at Ranelagh ................................ ................................ ............................ 10 Figure 3: NMN tie - in in context with Luas Green Line ................................ ................................ ...... 11 Figure 4: Dunville Avenue ................................ ................................ ................................ ................ 14 Figure 5: Access to Alexandra College ................................ ................................ .............................. 15 Figure 6: St Raphaela’s Road junction with Luas at Stillorgan ................................ ........................... 15 Figure 7: Proposed overpass and elevated stop at Stillorgan ................................ ............................ 16 Figure 8: Proposed temporary track for maintaining Luas operations during bridge construction .... 16 Figure 9: Approx. platform edge area to be removed and photo of platform edge ........................... 18 Figure 10: Cross - section through typical upgraded stop (Scenario 2) ................................ ............... 19 Figure 11: High - floor Copenhagen metro - before and after installation of PSGs .............................. 20 Figure 12: Typical arrangement at upgraded stop (Scenario 2) ................................ ......................... 20 Figure 13: Ranelagh Stop following upgrade (Scenario 2) ................................ ................................ 21 Figure 14: Dundrum Stop following upgrade (Scenario 2) ................................ ................................ 21 Figure 15: Sandyford Stop following upgrade (Scenario 2) ................................ ............................... 22 Figure 16: Ranelagh passenger access ................................ ................................ .............................. 23 Figure 17: Cowper pedestrian passage/crossing ................................ ................................ .............. 24 Figure 18: Sandyford Stop extension ................................ ................................ ................................ 25 Figure 19 : Sandyford Depot capacity and modifications for 60m metro vehicles ............................... 27 Figure 20: Sandyford Depot capacity and modifications for 90m metro vehicles .............................. 28 Figure 21: Overall cost estimates for Line B for all scenarios ................................ ............................ 35 List of Tables Table 1: Line B Study Area - Scenario 1 Summary ................................ ................................ ............. 19 Table 2: Line B Study Area - Scenario 2 Summary ................................ ................................ ............. 23 Table 3: Line B Study Area - Scenario 3 Summary ................................ ................................ ............. 26 Page 4 of 7 2 Table 4: Assumptions and Exclusions for Costing Scenario 1 ................................ ............................ 29 Table 5: Cost Estimate Breakdown – Scenario 1 ................................ ................................ ............... 30 Table 6: Assumptions and Exclusions for Costing Scenario 2 ................................ ............................ 31 Table 7: Cost Estimate Breakdown – Scenario 2 ................................ ................................ ............... 32 Table 8: Assumptions and Exclusions for Costing Scenario 2 ................................ ............................ 33 Table 9: Cost Estimate Breakdown – Scenario 3 ................................ ................................ ............... 34 Page 5 of 7 2 Glossary of Terms /Acronyms Term Definition Bored tunnel Underground tunnel , excavated by a Tunnel Boring Machine. Cut and cover A tunnel or box structure where a trench is excavated to the required dimensions tunnel/box and is roofed over with an overhead support system , strong enough to carry the l oad of what is to be built above . Engineering A non - service track connection between two rail systems to allow movement of link vehicles between them for maintenance or for stabling in a depot. Track i nter - Where tracks are side - by - side, the track inter - axis is the distance between the axis centre points of each track. The wider the distance, the more space there is between passing vehicles. Tunnel p ortal The entrance or exit to a tunnel. The interface poin t between the underground tunnel and the ground level. Segregation Metro tracks are fully separated from other traffic and from pedestrians. It is an essential requirement for the running of high frequency m etro vehicles. Acronym Definition AVLS Automatic Vehicle Location System DCC Dublin City Council DKE Dynamic Kinetic Envelope GLCE ( Luas ) Green Line Capacity Enhancement GLIU ( Luas ) Green Line Infrastructure Upgrade HFV High Floor Vehicle LFV Low Floor Vehicle MS Metro South NMN New Metro North NTA National Transport Authority PPHPD Passengers per hour, per direction PSGs Platform Safety Gates TBM Tunnel Boring Machine TPH Trains per hour TII Transport Infrastructure Ireland Page 6 of 7 2 EXECUTIVE SUMMARY The extent of upgrades required on the Luas Green Line is wholly dependent on the type of system proposed for New Metro North ( NMN ) ; however , a t the time of this study , no decision on the type of vehicle or the mode of operation has been made. Therefore, t he objective of this Green Line Metro Upgrade study is to estimate the costs and identify the extent of work required to upgrade Line B from Ranelagh to Sandyford for three potential metro operating scenarios, namely: 1. Scenario 1: 60m long low - floor vehicles, operating similar to the current Luas system with minimal additional segregation with the exception of road junctions. 2. Scenario 2: 60m long high - floor vehicles, op erating fully automatic and requiring significant infrastructure segregation from road junctions, other vehicles, passengers and pedestrians . 3. Scenario 3: 90m long low - floor vehicles, operating similar to the current Luas system with minimal additional
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