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Central Corridor Light Rail Project Design Criteria

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Central Corridor Light Rail Project Design Criteria Report for Design Criteria (Revision 0) July 2008 TABLE OF CONTENTS 1.0 GENERAL 1.1 PURPOSE 1.2 SCOPE 1.3 PROCEDURES 1.4 DESIGN CODES AND MANUALS 1.5 CLIMATIC CONDITIONS 1.6 HISTORIC PRESERVATION 1.7 ACRONYMS AND ABBREVIATIONS 1.8 UNITS OF MEASURE 2.0 FIRE/ LIFE SAFETY 2.1 INTRODUCTION SCOPE & DEFINITIONS 2.2 STATION AND SITE 2.3 GUIDEWAY 2.4 LIGHT RAIL VEHICLE (LRV) 2.5 SIGNALING 2.6 COMMUNICATIONS 2.7 ELECTRICAL POWER 2.8 YARDS AND SHOPS 2.9 RAIL CONTROL CENTER (RCC) 2.10 OPERATIONS 2.11 APPLICABLE STANDARDS, CODES AND GUIDELINES 3.0 TRACK GEOMETRY AND TRACKWORK 3.1 GENERAL 3.2 HORIZONTAL TRACK ALIGNMENT 3.3 VERTICAL TRACK ALIGNMENT 3.4 MAINLINE TRACK 3.5 YARD TRACK 4.0 UTILITIES 4.1 SCOPE 4.2 GENERAL REQUIREMENTS 4.3 SPECIFIC REQUIREMENTS 5.0 LANDSCAPING & URBAN DESIGN 5.1 GENERAL 5.2 OVERALL GOALS AND OBJECTIVES 5.3 PERFORMANCE REQUIREMENTS 6.0 STATION AREA AND FACILITY REQUIREMENTS 6.1 GENERAL 6.2 OVERALL GOALS AND OBJECTIVES 6.3 OVERALL PERFORMANCE REQUIREMENTS 6.4 CIRCULATION SYSTEMS 6.5 HARD SURFACE ELEMENTS 6.6 SITE FURNISHINGS 6.7 MECHANICAL SYSTEMS 6.8 SITE SIGNS AND GRAPHICS 6.9 LIGHTING 6.10 ADVERTISING 6.11 PUBLIC ART 6.12 STATION FACILITIES 6.13 MATERIALS AND FINISHES 6.14 CCTV 7.0 TUNNEL DESIGN 7.1 INTRODUCTION 7.2 MATERIALS 7.3 DESIGN LOADS 7.4 GROUP FACTORS, LOAD FACTORS, AND LOAD COMBINATIONS 7.5 ADDITIONAL CONSIDERATIONS 7.6 WATERPROOFING AND DRAINAGE 7.7 FIRE PROTECTION 7.8 SUPPORT AND UNDERPINNING OF EXISTING STRUCTURES 8.0 LOW-FLOOR LIGHT RAIL VEHICLE 8.1 GENERAL DESCRIPTION 8.2 CRITICAL CAR DIMENSIONS 8.3 WEIGHT AND PASSENGER LOADING 8.4 CURVES AND GRADES 8.5 DYNAMIC ENVELOPE 8.6 PROPULSION/BRAKING PERFORMANCE 8.7 SYSTEM OPERATIONS 8.8 RELIABILITY 8.9 MAINTAINABILITY 9.0 OPERATIONS AND MAINTENANCE FACILITY 9.1 DESIGN REQUIREMENTS AND GUIDELINES 9.2 FUNCTIONAL REQUIREMENTS 9.3 SITE PLANNING 9.4 YARD 9.5 LRV MAIN SHOP 10.0 TRACTION ELECTRIFICATION SYSTEM 10.1 INTRODUCTION 10.2 FUNCTIONAL REQUIREMENTS 10.3 STANDARDS AND CODES 10.4 SYSTEM LOAD FLOW STUDY 10.5 TRACTION POWER SUPPLY SYSTEM 10.6 OVERHEAD CONTACT SYSTEM 10.7 DESIGN PARAMETERS 11.0 ELECTRICAL SYSTEMS 11.1 INTRODUCTION 11.2 ELECTRICAL REQUIREMENTS 11.3 TRACTION POWER SUBSTATIONS 11.4 EMERGENCY POWER SYSTEMS 11.5 LIGHTING 11.6 SYSTEMWIDE GROUNDING 11.7 CONDUIT AND DUCTBANKS 11.8 PLATFORM HEATING 12.0 SIGNAL SYSTEM 12.1 GENERAL DESCRIPTION 12.2 AUTOMATIC TRAIN PROTECTION 12.3 INTERLOCKINGS 12.4 ROADWAY GRADE CROSSING WARNING 12.5 TRAIN-TO-WAYSIDE COMMUNICATIONS (TWC) SYSTEM 12.6 STANDARDS AND CODES 12.7 SAFETY DESIGN 12.8 HEADWAYS AND BLOCK LAYOUT 12.9 SAFE BRAKING DISTANCE 12.10 ENVIRONMENTAL CONSIDERATIONS 12.11 SERVICE PROVEN EQUIPMENT AND DESIGN 12.12 TRAIN DETECTION 12.13 SIGNALS & SWITCH INDICATORS 12.14 MAINLINE TRACK SWITCHES 12.15 CONTROL CIRCUITRY 12.16 SIGNAL POWER 12.17 LOCAL CONTROL PANELS 12.18 EVENT RECORDERS 12.19 SCADA INTERFACE TERMINAL BLOCK 12.20 LIGHTNING AND TRANSIENT PROTECTION 12.21 WIRE AND CABLE 12.22 LOCATION OF SIGNAL EQUIPMENT 13.0 COMMUNICATIONS & CENTRAL CONTROL 13.1 GENERAL 13.2 STANDARDS AND CODES 13.3 CONTROL CENTER 13.4 CCS/SCADA 13.5 RADIO SYSTEM 13.6 TELEPHONE SYSTEM 13.7 CCTV SURVEILLANCE SYSTEM 13.8 PUBLIC ADDRESS SYSTEM 13.9 CABLE TRANSMISSION SYSTEM 13.10 IS (INFORMATION SYSTEM) LAN 13.11 TICKET VENDING MACHINE LAN 13.12 TWC DATA CIRCUITS 13.13 TUNNEL COMMAND POST 13.14 LOCATION OF COMMUNICATION EQUIPMENT 13.15 SECURITY SYSTEMS INTRUSION DETECTION 13.16 SPECIAL REQUIREMENTS 13.17 LIGHTNING, TRANSIENT PROTECTION, AND GROUNDING 14.0 STRAY CURRENT/CORROSION CONTROL 14.1 PURPOSE 14.2 SOIL CORROSION CONTROL 14.3 STRAY CURRENT CORROSION CONTROL 14.4 CORROSION CONTROL COATINGS 14.5 GROUNDING COORDINATION 15.0 FARE COLLECTION SYSTEM 15.1 GENERAL 15.2 INFRASTRUCTURE NEEDS 15.3 SCHEDULE SUPPORT 16.0 CIVIL ENGINEERING 16.1 GENERAL 16.2 CONTROL SURVEY 16.3 CLEARANCES 16.4 STREET DESIGN 16.5 DRAINAGE 16.6 PARK-AND-RIDE LOTS 16.7 BICYCLE FACILITIES 17.0 TRAFFIC ENGINEERING 17.1 TRAFFIC SIGNAL SYSTEMS 17.2 TRAFFIC SIGNS AND PAVEMENT MARKINGS 18.0 STRUCTURES 18.1 GENERAL 18.2 DESIGN CODES, MANUALS, AND SPECIFICATIONS 18.3 MATERIALS 18.4 LOADS AND FORCES 18.5 SPECIAL REQUIREMENTS FOR TRANSPORTATION STRUCTURES 18.6 SPECIAL REQUIREMENTS FOR BUILDINGS AND OTHER NON-TRANSPORTATION STRUCTURES 18.7 DETAILING AND PLAN REQUIREMENTS APPENDIX APPENDIX A LOW FLOOR VEHICLE DYNAMIC CLEARANCE PROGRAM – HORIZONTAL OFFSETS AND DISPLACEMENTS APPENDIX B VEHICLE DYNAMIC ENVELOPE 1.0 GENERAL 1.1 PURPOSE This part establishes basic design criteria to be used in the design of the Central Corridor Light Rail Transit (CCLRT) System. Standard and directive drawings will be prepared during preliminary engineering and final design to standardize and guide the design activities and preparation of procurement and construction documents. Design is to be directed toward optimizing the design including considerations such as costs for design, construction, capital facilities; operating expense; energy consumption; and minimizing disruption of local facilities and communities; and meeting aesthetics, community, and local agency standards. It should be consistent with passenger safety, system reliability, service comfort, mode of operation, type of LRT vehicle to be used and maintenance considerations. 1.2 SCOPE These Design Criteria, which refer to the most recent addition of the State of Minnesota Building Codes, will take precedence over all other standards referred to herein except those fixed by legislation. Specific attention should be given to Final Rule of the U.S. Department of Transportation regarding Transportation for Individuals with Disabilities, published in the Federal Register of September 6, 1991, and to any subsequent modifications that may be issued. The applicability of that document is noted in several sections of this design criteria manual where it appears to be particularly appropriate. However, the regulations must be adhered to in all areas, whether or not mentioned here. The performance and design criteria in this part relate to the following LRT facility and system elements: • Fire/Life Safety; • Track Geometry and Trackwork; • Utilities; • Landscaping and Urban Design; • Stations; • Tunnel Alignment Structures; • Light Rail Vehicles; • Operations and Maintenance Facilities; • Traction Electrification System; • Signal System; • Communications and Central Control; • Fare Collection; • Civil Engineering; • Traffic Engineering; and • Structural Engineering. Revision 0 1.3 PROCEDURES Drawings and technical specifications shall be prepared for the project in accordance with these design criteria and CCPO LRT Design Standards as established during the design and construction of the Central Corridor LRT project. All drawings and technical specifications shall be prepared in accordance with the Project’s Quality Assurance Plan (QAP) Deviations may be made within the framework of these Design Criteria to meet the requirements of a particular problem. However, any deviation, discrepancy, or unusual solution must be approved by the Central Corridor Project Office (CCPO) before it can be included in the design. It is the responsibility of the Designer to identify, explain, and justify any deviation from the established criteria and to secure the necessary approvals from the CCPO. As this Part is revised, modified, or augmented, the Revision Records for each section will show the page number, date, and appropriate section decimal notation for each change or addition. Individual pages will also indicate the revision date and page number. Proposals for revisions shall be directed to the CCPO for approval. 1.4 DESIGN CODES AND MANUALS In addition to these criteria, the Designer must comply with all other applicable engineering codes and standards, including those of the various federal, state, and local jurisdictions. If codes and/or manuals are specified herein for the design of an element of Central Corridor LRT system, then the edition(s) in effect at the time of contract award shall be used. Specific codes and standards include, but are not limited to, the following: • Americans with Disabilities Act (ADA); • US Department of Transportation Final Rule - Transportation for Individuals with Disabilities; • Minnesota Department of Transportation Standard Reference Manuals; • City of Saint Paul Standards • Ramsey County Standards • Hennepin County Standards • City of Minneapolis Standards; • Capitol Area Architectural and Planning Board (CAAPB) Comprehensive Plan and Design Criteria • Manual on Uniform Traffic Control Devices for Streets and Highways; • Minnesota Manual on Uniform Traffic Control Devices; • State of Minnesota Uniform Building Code; • State of Minnesota Sustainable Building Guidelines (MSBG); • Standard Specifications for Highway Bridges, American Association of State Highway and Transportation Officials (AASHTO); • Manual for Railway Engineering, American Railway Engineering and Maintenance of Way Association (AREMA); • Steel Construction Manual, American Institute of Steel Construction (AISC); Revision 0 • Structural Welding Code and Bridge Welding Code, American Welding Society (AWS); • Building Code and Commentary, American Concrete Institute (ACI); • American Society for Testing and Materials, American Society for the Testing of Materials (ASTM); • National Bureau of Standards; • National Electrical Code (NEC); • American National Standards Institute (ANSI); • Standard Specifications for Structural Support for Highway Signs, Luminaries, and Traffic Signals, American Association of State Highway and Transportation Officials
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