DART+ South West Technical Optioneering Report Hazelhatch to Park West Iarnród Éireann
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Union Station Conceptual Engineering Study
Portland Union Station Multimodal Conceptual Engineering Study Submitted to Portland Bureau of Transportation by IBI Group with LTK Engineering June 2009 This study is partially funded by the US Department of Transportation, Federal Transit Administration. IBI GROUP PORtlAND UNION STATION MultIMODAL CONceptuAL ENGINeeRING StuDY IBI Group is a multi-disciplinary consulting organization offering services in four areas of practice: Urban Land, Facilities, Transportation and Systems. We provide services from offices located strategically across the United States, Canada, Europe, the Middle East and Asia. JUNE 2009 www.ibigroup.com ii Table of Contents Executive Summary .................................................................................... ES-1 Chapter 1: Introduction .....................................................................................1 Introduction 1 Study Purpose 2 Previous Planning Efforts 2 Study Participants 2 Study Methodology 4 Chapter 2: Existing Conditions .........................................................................6 History and Character 6 Uses and Layout 7 Physical Conditions 9 Neighborhood 10 Transportation Conditions 14 Street Classification 24 Chapter 3: Future Transportation Conditions .................................................25 Introduction 25 Intercity Rail Requirements 26 Freight Railroad Requirements 28 Future Track Utilization at Portland Union Station 29 Terminal Capacity Requirements 31 Penetration of Local Transit into Union Station 37 Transit on Union Station Tracks -
INDIAN RAILWAYS SCHEDULE of DIMENSIONS 1676Mm Gauge (BG)
INDIAN RAILWAYS SCHEDULE OF DIMENSIONS 1676mm Gauge (BG) REVISED, 2004 SCHEDULE OF DIMENSIONS-1676mm, GAUGE SHEDULE OF DIMENSIONS-1676MM GAUGE Schedule of Dimensions for Indian Railways, 1676mm Gauge Dear Sir/Dear Sirs, With their circular letter No. 735-W. of 1922, the Railway Board issued a Schedule of Maximum, Minimum and Recommended Dimensions to be observed on all 1676mm gauge Railways in India. In that Schedule, certain dimensions of the previous schedule of the year 1913 were modified with the object of permitting the use of enlarged rolling stock. 2. The Schedule of Dimensions of 1922 contained two distinct sections, namely, a schedule of "Maximum and Minimum Dimensions" which was considered to enable the proposed larger vehicles to run with about the same degree of safety as that which was previously obtained on the older Railways with existing stock, and a schedule of "Recommended Dimensions" intended to provide approximately the same clearances from fixed structures for the future larger vehicles as the 1913 schedule gave for existing vehicles. 3. In their circular letter No. 232-Tech.dated the 8th February, 1926, the Railway Board gave instructions that the Recommended Dimensions given in the 1922 Schedule were to be observed on important Railways in all new works and alterations to existing works. These orders were modified in letter No. 232-Tech. of the 26th April, 1926, which allowed a relaxation in the case of certain recommended dimensions, the adoption of which would involve heavy expenditure in remodeling works. 4. In 1929, it was found desirable further to amend the Schedule of 1922 in order to introduce certain improve- ments in the light of experience gained since it was issued, and to provide the clearances required by electric traction equipment on lines which were likely to be electrified in the future. -
Safety Distances on Platforms Danger Zone
Bundesamt für Verkehr BAV Office fédéral des transports OFT Ufficio federale dei trasporti UFT Federal Office of Transport FOT Safety Distances on Platforms Danger Zone – Safety Zone Research Report 2011 Publication details Published by Federal Office of Transport (FOT) CH-3003 Bern Project coordination Federal Office of Transport (FOT) Safety department Nicolas Keusen Text Federal Office of Transport (FOT), Bern Swiss Federal Railways (SBB), Bern Figures Federal Office of Transport (FOT), Bern Daamen, W., Delft, Netherlands (photographs in Figure 8) [8] VSS, Zurich (Figure 9) [5] Citations Federal Office of Transport (FOT), 2011, Research Report - Safety Distances on Platforms, Bern Available from Free of charge from the internet: www.bav.admin.ch French edition: Distances sur les quais – Rapport de recherche Title photo Warning notice for rail passengers 'Safety Distances on Platforms' Research Report Contents III CONTENTS ABBREVIATIONS AND DESIGNATIONS 5 1. SUMMARY 6 1.1 Danger zone 6 1.2 Safety zone 6 2. INTRODUCTION 7 2.1 Background to this report 7 2.2 Layout of the report 7 3. TERMINOLOGY 8 DANGER ZONE 9 4. INTRODUCTION 10 4.1 Subject matter 10 4.2 Purpose 10 4.3 Scope of the study and area to which it applies 10 5. REFERENCE DOCUMENTS 11 6. PROCEDURE AND METHODOLOGY 12 7. DETERMINING PERMISSIBLE AND IMPERMISSIBLE RISKS 13 8. DETERMINING THE STUDY PARAMETERS 14 9. STUDY AND DISCUSSION OF PARAMETERS AND CONSEQUENCES 15 9.1 Clearance profile 15 9.2 Contact 15 9.3 Aerodynamics 17 9.3.1 Theoretical and experimental documents 18 9.3.2 Danger threshold 19 9.3.3 Analysis of the results 20 9.3.4 A comparison between the two studies 21 9.4 Effect of surprise 22 9.4.1 Cause 22 9.4.2 Reaction 22 9.4.3 Conclusion 22 9.5 Noise level 22 9.5.1 Beneficial effect 23 9.5.2 Unfavourable effect 23 9.6 Dust 23 9.7 Behaviour of people on the platform 23 9.8 Local circumstances 24 'Safety Distances on Platforms' Research Report IV Contents 10. -
A Dccconcepts “Modelling Advice” Publication
A DCCconcepts “Modelling advice” publication DCC Advice #11 Page 1 Wiring Point-work & Special track conditions for DC or DCC Wiring the track… In plain English, with diagrams! If we had a $ or £ or € for every time we’ve been asked how to wire track and point-work, we’d be writing this on a beach somewhere while sipping a cold beer! A great layout needs good trackwork, so first - a word about trackwork and getting good performance. Choose carefully! DO think about making your own turnouts if you have even moderate skills. It is not as hard as you think, needs only basic skills and tools... and we do our best to make it easy with our top quality gauges, trackwork frets and templates. PLUS we will soon provide a detailed “How to make track” tutorial too. Interested? Then call or email us and we will do our best to help you. No matter what scale you will model in, DO NOT even consider using insulated frogs! Yes, lazy retailers who do not understand what they sell - and modellers who have never done a proper job of laying track so it runs well may well recommend it to you… but do NOT be tempted. No matter which brand makes the turnouts, if you use insulated frogs, you WILL have small locos stalling or also suffer from wider wheels bridging the frog tip and creating momentary shorts that are hard to fix and really are a source of constant frustration. Use more realistic rail sizes please: Usually this will be code 55 in N, or Code 75 and 83 in OO or HO Scale. -
Appendix J Haddington Branch Line Survey
Appendix J Haddington Branch Line Survey AllanRail East Lothian Access STAG Physical feasibility of re-opening the Haddington Rail Branch Line Background The reopening of the Haddington Railway branch line from the East Coast Main Line (ECML) at Longniddry to Haddington is one of the options that are required to be considered in the East Lothian Access STAG. This initial report informs the appraisal work of the feasibility of re-opening the railway, some of the issues and problems that would need to be resolved, choices that are available and suggests an order of magnitude cost. Because the rest of the railway is electrified it is assumed that the Haddington branch will also be equipped with standard 25Kv overhead electrification equipment. The report is based on a physical site walk-over on 21 February 2019, carried out by David Prescott of AllanRail who has considerable experience in the initial development of re-opened railways in Scotland including walk-overs on the Stirling – Alloa – Kincardine, Airdrie- Bathgate and Borders Railway routes in the inception and pre-construction stages. This is not an engineering assessment, but an initial view based on observation and experience. The route is considered in the Longniddry to Haddington direction and the report is broken down into key route sections. Connecting to the ECML The ideal connection to the main line has several desirable operating and engineering requirements: · It should be on the Edinburgh side of Longniddry to minimise the occupation of the ECML; · It should provide as -
Rtd Light Rail Design Criteria
RTD LIGHT RAIL DESIGN CRITERIA Regional Transportation District November 2005 Prepared by the Engineering Division of the Regional Transportation District Regional Transportation District 1600 Blake Street Denver, Colorado 80202-1399 303.628.9000 RTD-Denver.com November 28, 2005 The RTD Light Rail Design Criteria Manual has been developed as a set of general guidelines as well as providing specific criteria to be employed in the preparation and implementation of the planning, design and construction of new light rail corridors and the extension of existing corridors. This 2005 issue of the RTD Light Rail Design Criteria Manual was developed to remain in compliance with accepted practices with regard to safety and compatibility with RTD's existing system and the intended future systems that will be constructed by RTD. The manual reflects the most current accepted practices and applicable codes in use by the industry. The intent of this manual is to establish general criteria to be used in the planning and design process. However, deviations from these accepted criteria may be required in specific instances. Any such deviations from these accepted criteria must be approved by the RTD's Executive Safety & Security Committee. Coordination with local agencies and jurisdictions is still required for the determination and approval for fire protection, life safety, and security measures that will be implemented as part of the planning and design of the light rail system. Conflicting information or directives between the criteria set forth in this manual shall be brought to the attention of RTD and will be addressed and resolved between RTD and the local agencies andlor jurisdictions. -
Chief Executive's Report on Submissions Received to Issues Paper
KILDARE COUNTY COUNCIL Chief Executive’s Report Submissions received on Strategic Issues Paper Celbridge & Castletown pre-draft Local Area Plan 2016-2022 Forward Planning, Planning Department June 2016 (amended September 2016) Celbridge Local Area Plan 2016-2022 Pre Draft Consultation Contents 1. Introduction .......................................................................................................................................... 3 2. Pre Draft Consultation Phase ................................................................................................................ 3 3. Submissions Received ........................................................................................................................... 4 4. Summary of Submissions ...................................................................................................................... 5 5. Chief Executive’s Response ................................................................................................................ 31 5.1 Plan Boundary and Zoning ................................................................................................................ 31 5.2 Location of Residential Zoned Land .................................................................................................. 31 5.3 Heritage and Tourism........................................................................................................................ 32 5.4 Traffic/Connectivity ......................................................................................................................... -
NEC One-Year Implementation Plan: FY17 Contents
Northeast Corridor One-Year Implementation Plan Fiscal Year 2017 September 2016 Congress established the Northeast Corridor Commission to develop coordinated strategies for improving the Northeast’s core rail network in recognition of the inherent challenges of planning, financing, and implementing major infrastructure improvements that cross multiple jurisdictions. The expectation is that by coming together to take collective responsibility for the NEC, these disparate stakeholders will achieve a level of success that far exceeds the potential reach of any individual organization. The Commission is governed by a board comprised of one member from each of the NEC states (Massachusetts, Rhode Island, Connecticut, New York, New Jersey, Pennsylvania, Delaware, and Maryland) and the District of Columbia; four members from Amtrak; and five members from the U.S. Department of Transportation (DOT). The Commission also includes non-voting representatives from four freight railroads, states with connecting corridors and several commuter operators in the Region. 2| NEC One-Year Implementation Plan: FY17 Contents Introduction 6 Funding Summary 8 Baseline Capital Charge Program 10 1 - Boston South Station 12 16 - Shore to Girard 42 2 - Boston to Providence 14 17 - Girard to Philadelphia 30th Street 44 3 - Providence to Wickford Junction 16 18 - Philadelphia 30th Street - Arsenal 46 4 - Wickford Junction to New London 18 19 - Arsenal to Marcus Hook 48 5 - New London to New Haven 20 20 - Marcus Hook to Bacon 50 6 - New Haven to State Line 22 21 - Bacon to Perryville 52 7 - State Line to New Rochelle 24 22 - Perryville to WAS 54 8 - New Rochelle to Harold Interlocking 26 23 - Washington Union Terminal 56 9 - Harold Interlocking to F Interlocking 28 24 - WAS to CP Virginia 58 10 - F Interlocking to PSNY 30 25 - Springfield to New Haven 60 11 - Penn Terminal 32 27 - Spuyten Duyvil to PSNY* 62 12 - PSNY to Trenton 34 28 - 30th St. -
Anesthesia CODE DESCRIPTION QTY 02-03-00001 N2 O +O2
Anesthesia CODE DESCRIPTION QTY 02-03-00001 N2 O +O2 measuring apparatus 90 02-03-00002 ICU Ventilator 1,875 02-03-00003 Multi parameter monitor + capnograph 2,742 02-03-00004 Multi parameter monitor 1,674 02-03-00005 Anesthesia machine 933 02-03-00006 Ventilator 579 02-03-00007 Pediatric ventilator . 1,608 02-03-00008 Whirling hygrometer ,(5-50 C ) with measurement 129 ruler . 02-03-00009 Portable oxygen indicator 15 02-03-00010 Blood oximeter estimation unit with accessories and 15 spare parts 02-03-00011 Warmer humidifier for O2 outlet 300 02-03-00012 Anesthesia Ventilator 1,353 02-03-00013 Oxymeter (S-100 pulse oxymeter-ser, No. S0720 class 120 I type BF 02-03-00014 Cartridge for pressure monitoring :- a-mod. No. 7370 108 257 E2258 ser, No.011164 580 02-03-00015 b-mod. No. 7370 109 E2255 ser, No.1006412580 108 02-03-00016 Portable ventilators 1,101 02-03-00017 Pulse oximeter 1,500 02-03-00018 Respiratory humidifier 36 02-03-00019 Pressure recording machin 21 02-03-00020 Oxymeter 51 02-03-00021 Central oxygen flowmeter 200 02-03-00022 Puls Oxymeter : rechargable , portable , finger 100 sensor . 02-03-00023 Resuscitators (a-Good illumination , preferably 204 double light , b-Heater , preferably double light , c-Timer , d-O2 supply , e-Good support for the baby ,to prevent accident & falling down , f-Suitable for all pediatric age groups , g-Pressure transducer.) 02-03-00024 O2 Humedifier The head for fixing the bottle 200 containing the water is preferabley of special metalic material to prevent damage during fixing. -
8. Portishead to Portbury Dock Junction Overview 17 9
Ref: GS2/140569 Version: 1.00 Date: July 2014 Contents 1. Executive Summary 1 2. Introduction 3 3. Business Objective 6 4. Business Case 9 5. Project Scope 11 6. Deliverables 12 7. Options Considered 13 8. Portishead to Portbury Dock Junction Overview 17 9. Engineering Options 19 10. Bathampton Turnback 52 11. Constructability and Access Strategy 53 12. Cost Estimates 56 13. Project Risks and Assumptions 57 14. High level business case appraisal against whole life costings 58 15. Project Schedule 59 16. Capacity/Route Runner Modelling 60 17. Interface with other Projects 61 18. Impact on Existing Customers, Operators and Maintenance Practice 62 19. Consents Strategy 63 20. Environmental Appraisal 64 21. Common Safety Method for Risk Evaluation Assessment (CSM) 65 22. Contracting Strategy 66 23. Concept Design Deliverables 67 24. Conclusion and Recommendations 68 References 70 Formal Acceptance of Selected Option by Client, Funders and Stakeholders 71 GRIP Stage 2 Governance for Railway Investment Projects Ref: GS2/140569 Version: 1.00 Date: July 2014 Appendices A Drawings B Cost Estimate C Qualitative Cost Risk Analysis D Capacity Modelling E Environmental Appraisal F Signalling Appraisal G Photograph Gallery H Track Bed Investigation (Factual, Interpretative and Hazardous Classification) I Visualisations (Galingaleway and Sheepway Gate Farm) J Interdisciplinary Design Certificate K Portishead Station Options Appraisal Report (produced by North Somerset Council) GRIP Stage 2 Governance for Railway Investment Projects Ref: GS2/140569 Version: 1.00 Date: July 2014 Issue Record Issue No Brief History Of Amendment Date of Issue 0.01 First Draft 30 May 2014 0.02 Second Draft updated to include comments 13 June 2014 1.00 Report Issued 18 July 2014 Distribution List Name Organisation Issue No. -
Arthur's Way Heritage Trail
HERITAGE TRAIL Arthur’s Way is a heritage trail across northeast County Kildare that follows in the footsteps of Arthur Guinness. In just 16 km, it links many of the historic sites associated with Ireland’s most famous brewers – the Guinness family. Visitors are invited to explore Celbridge - where Arthur spent his childhood, Leixlip - the site of his first brewery and Oughterard graveyard - Arthur’s final resting place near his ancestral home. The trail rises gently from the confluence of the Liffey and Rye rivers at Leixlip to the Palladian Castletown House estate and onto Celbridge. It then departs the Liffey Valley to join the Grand Canal at Hazelhatch. The grassy towpaths guide visitors past beautiful flora and fauna and the enchanting Lyons Estate. At Ardclough, the route finally turns for Oughterard which offers spectacular views over Kildare, Dublin and the Province of Leinster. R o yaal l C a MAAYNOOTHYNOOTH nnala l R . L i e y 7 LEIXXLIXLLIP M4 6 5 N4 CELBBRIBRRIDGE DDUBLINUBLIN HHAZELHATCHAZELHAAAZZZELHATCELHHAATCH R . L i e y l a n a C d STRAFFAN n ra G NEWCASTLE 7 ARDCLOUGGHH N THHEE VVILLAGVILLAGEILLAGE AATT LLYONYONS CLLANEANE 4 RATHCOOLE OUGHTEERARDRRARDARD l 5 a nnal a C d nnd 6 a r G N7 y SSALLINSALLINS e 7 i L . R 8 9 NNAASAAS STAGES AND POINTS OF INTEREST STAGE POINTS OF INTEREST LEIXLIP to Arthur Guinness Square, Original Brewery Site, St. Mary’s Church, CELBRIDGE Leixlip Castle, The Wonderful Barn CELBRIDGE to Batty Langley Lodge, Castletown House, 22 Main Street, Oakley Park, HAZELHATCH Malting House, Celbridge Abbey, The Mill HAZELHATCH to Hazelhatch Railway Station, Hazelhatch Bridge, LYONS ESTATE The Grand Canal LYONS ESTATE to Aylmer’s Bridge, Lyons House, The Village at Lyons, OUGHTERARD Henry Bridge, Ardclough Village, Oughterard Graveyard LEIXLIP CELBRIDGE HAZELHATCH ARDCLOUGH OUGHTERARD 5 km 3 km 5 km 3 km 0 km Castletown House 5 km 8 km Lyons Estate 13 km 16 km LENGTH: 16km approx. -
Tay Estuary Rail Study Working Paper B Constraints and Development of Options
` Tay Estuary Rail Study Working Paper B Constraints and Development of Options May 2003 BTR3726 28/05/2003 Babtie Group 95 Bothwell Street, Glasgow G2 7HX Tel 0141 204 2511 Fax 0141 226 3109 Tay Estuary Rail Study Working Paper B – Constraints and Development of Options Contents Page 1.0 Introduction 3 2.0 Existing Services and Constraints 3 3.0 Service Options 7 3.1 The Options 7 3.2 The Service frequency 7 4.0 Assessment of Options 11 4.1 The East West Axis 11 4.1.1 Option A: Dundee – Carnoustie 11 4.1.2 Option B: Dundee – Arbroath 14 4.1.3 Option C: Dundee – Montrose 17 4.1.4 Option D: Montrose – Brechin 21 4.1.5 Option E: Perth to Carnoustie and Arbroath 22 4.1.6 Option F: Perth – Montrose 25 4.1.7 Dundee West Service Extensions 27 4.2 The North South Axis 29 4.2.1 Option G: Arbroath – Ladybank 29 4.2.2 Option H: Perth – Dundee – Ladybank 31 4.2.3 Option I: Dundee West – Leuchars 32 4.2.4 Option J: Leuchars - St Andrews 34 5.0 Station Appraisals 36 5.1 General Discussion 36 5.2 The East West Axis Stations 37 5.2.1 Montrose 37 5.2.2 Arbroath 41 5.2.3 Carnoustie 45 5.2.4 Golf Street 48 5.2.5 Barry Links 50 5.2.6 Monifieth 52 5.2.7 Balmossie 55 5.2.8 Broughty Ferry 57 5.2.9 Dundee 59 5.2.10 Dundee West 63 5.2.11 Invergowrie 65 5.2.12 Perth 67 5.3 The North South Axis Stations 70 5.3.1 Leuchars 70 5.3.2 Cupar 73 5.3.3 Springfield 76 5.3.4 Ladybank 79 6.0 Summary of Options and Costs 82 Appendices Appendix A Option Base Timetable Appendix B Station Audit Proforma Appendix C Dundee West – Proposed Station Location \\Douglas\Work\Projects\4900s\4976\Outputs\Reports\Final\WP B (Constraints and Option Development) v5.doc Page 1 Tay Estuary Rail Study Working Paper B – Constraints and Development of Options Copyright Babtie Group Limited.